BRR : 9209614 Rate Contract For Preventive / Routine / Breakdown Maintenance Of Components For Various Transmission Lines Falling Under The Jurisdiction Of Tlmd-Viii, Jkptcl, Jammu For The Year 2023-24.- 1 Transmission Line S / C And D / C :- ( Including Carriage Of T&P From Stores And Shutdown Factor ) 2 Break-Down Work ( Emergency Works ) For 132Kv Lines 3 Jumpers ( Replacement Of Burnt / Damaged Jumpers And Tightening Of Remaining Jumpers On The Same Tower ) 4 Disc Insulators ( Replacement Of Damaged Disc Insulators ) 5 Tension String 6 Suspension String 7 Power Conductor 8 Restoration Of Snapped Power Conductor. Complete Job Including Mid-Span Compression Joint, Laying Of Conductor, Rough Sagging, Tensioning Of Conductor Dead-End Assembly Etc. Upto Span Of 500 Metre Tension To Tension Point 9 Earth Wire 10 Restoration Of Snapped Earthwire Complete Job Including Mid-Span Compression Joint, Laying Of Conductor, Rough Sagging, Tensioning Of Earthwire, Dead-End Assembly Etc. Upto Span Length Of 500 Metre Tension To Tension Point 11 Planned Works 12 Checking And Tightening Of Jumpers ( Per Ckt With 6 Jumpers ) 13 Checking And Tightening Of Jumpers ( Per Ckt With 3 Jumpers ) 14 Replacement Of Damaged / Burnt Out Jumpers 15 Fixing Of Damper / Vibrator On Earthwire / Acsr Conductor 16 Replacement Of Damaged Disc Insulators 17 Tension String 18 Suspension String 19 Repairing Of Power Conductor When Lowering Of Conductor Is Necessary. Complete Job Including Laying Of Conductor, Making Of Compression Joint, If Any, Rough Sagging Tensioning Of Conductor, Fixing Dead End Assembly Etc. Upto Span Of 500 Meter Tension 20 Stringing And Saging Of Acsrconductor Including Sagging, Tensioning, Fitting Of Dead End Assamblies Etc. ( Complete Job ) 21 Repairing Of Ground Wire When Lowering Of Conductor Is Necessary. Complete Job Including Laying Of Conductor, Making Of Compression Joint, If Any, Rough Sagging Tensioning Of Conductor, Fixing Dead End Assembly Etc. Upto Span Of 500 Meter Tension 22 Stringing And Saging Of Ground Wire Including Sagging, Tensioning, Fitting Of Dead End Assamblies Etc. ( Complete Job ) 23 Tower S / C And D / C:- ( Including Carriage Of T&P From Stores And Shutdown Factor ) 24 Foundation:-Repairing Of Damaged Foundation And Protection Wall ( Revetment ) Including Back Filling Of Earthwith Rcc Concreating. 25 Provision Of Providing Crate Wall ( Gabbon Wall ) 26 Tightening Of Nuts And Bolts Of Tower Superstructures Replacement Of Missing Ones. 27 A ) Tower Weight More Than 4 Tonnes To 7.5 Tonnes 28 B ) Tower Weight More Than 7.5 Tonnes 29 Checking / Tightening Of Tower Footing Earthing Bolts And Measuring Tower Footing Resistance. 30 Earthing Of Towers Inclusive Of Material ( Earthing Rod, Strips, Good Earth Etc ) 31 Normal Type ( Rates Inclusive Of Material ) 32 Counterpoise ( Rates Inclusive Of Material ) 33 Branch Cutting: Under The Coridor Of 132 Kv S / C And D / C Transmission Line 16 Mtrand Under Tower Structure 34 Making Of Approach Path Towards The Tower 35 Deweeding Of The Area Under The Tower 36 Replacement Of Missing Tower Members. 37 Reparing Damaged Conductor By Using Helical Sleeve Or Bolted Or By Shorting Method With Out Lowering. The Conductor 38 Fixing Of Anti-Climbing Device / Bird Guardover S / C &D / C Tower 39 Fixing Of Phase Plates / No. Plates / Danger Plates Overs / C & D / C Tower 40 Fixing Of Repair Sleeves Compression Type For Over Acsr Conductor 41 Tag Welding Of Towersfor One Story 42 Dismantling Of Towers 43 A Type 44 B Type 45 C Type 46 D Type 47 Earth Work Of Towers Including Material 48 Lean Pad ( Rates Inclusive Of Material ) 49 Rrm ( Rates Inclusive Of Material ) 50 Dpc ( Rates Inclusive Of Material ) 51 Providing Of Skilled / Semi-Skilled / Unskilled Labour For The Works Which Are Not Covered From S.No. 1 To 1.35 52 Skilled Labour ( Rigger ) 53 Semi-Skilled Labour ( Asstt. Fitter ) 54 Unskilled Labour 55 Store Handling: 56 Unloading / Loading Oft&P Material For Transmission Line Works Including Four Sheaves Pulley, Pulleys, Ropes, Compression Machine Etc In Divisional Stores Gladni Including Manual Carriage Within Store Yard. 57 Unloading / Loading Ofcement In Divisional Store Gladni Including Manual Carriage Within Store Yard ) . 58 Unloading / Loading Ofdisc Insulators / Fittings In Divisional Store Gladni Including Manual Carriage Within Store Yard ) . 59 Unloading / Loading Of Conductor / Earth Wire, Etc In Divisional Store Gladni Including Manual Carriage Within Store Yard ) . 60 Carriage Of T&P And Other Allied Material From Divisional Store To Site Of Work And Back Carriage Of T&P And Material

BRR : 9246232 Rate Contract For Execution Of Various Planned And Emergency Works During Natural Calamities For Stabilization Of Ht / Lt Network Including Replacement Of Main Switches, Distribution And Main Service Lines Including Street Lights Pertaining To Electric Project Division Bhep- 1 Erection, Testing & Commisioning Of St Pole 11Mtr Long Sp-56 Including Its Carriage From Divisional Store To Site 2 Supply Erection Testing & Comissioning Of St Pole 9 Mtr Long Sp-53 At Site 3 Erection, Testing & Commisioning Of St Pole 9 Mtr Long Sp 33 Including Its Carriage From Divisional Store To Site 4 Supply Erection, Testing & Commisioning Of S.T. Pole 8 Mtr Long Sp-15 At Site 5 Erection, Testing & Commisioning Of St Pole 8 Mtr Long Sp-15 Including Its Carriage From Divisional Store To Site 6 Supply Laying, Stringing , Tensioning & Binding Of Acsr 100Mmsq. ( Dog ) Conductor 7 Laying Stringing. Tensioning & Binding Of Acsr ( Dog ) Conductor Including Its Carriage From Divisional Store To Site 8 Supply , Laying, Stringing, Tensioning & Binding Of Acsr 50Mmsq ( Weasel ) Conductor 9 Laying Stringing. Tensioning & Binding Of Acsr 50Mmsq. ( Rabbit ) Conductor Including Its Carriage From Divisional Store To Site 10 Supply, Laying, Stringing, Tensioning & Binding Of Acsr 30Mmsq. ( Weasel ) Conductor 11 Laying, Stringing, Tensioning & Binding Of Acsr 30Mmsq. ( Weasel ) Conductor Including Its Carriage From Divisional Store To Site 12 Fixing Of Spiral Earthing Made Of 115 Turns Of Gi Wire Swg No.8 Placed 1.5M Below Ground Level Including Excavation Of Pit Refilling The Same With Soft Soil Including Its Carriage From Divisional Store To Site 13 Carriage Installation, Testing & Commisioning Of 11 / 0.433Kv 3-Phase Dully Oil Filled Distribution Transformer ( Note:- Transformer To Be Supplied By Department And Rate To Be Quoted Per Kva ) 14 Fixing Of Thimble 95 Mm Sq. Of Standard Mark 15 Fixing Of Thimble 120 Mm Sq. Of Standard Mark 16 Fixing Of Thimble 185 Mm Sq. Of Standard Mark 17 Fixing Of Thimble 240 Mm Sq. Of Standard Mark 18 Fixing Of Thimble 300 Mm Sq. Of Standard Mark 19 Fixing Of Thimble 400 Mm Sq. Of Standard Mark 20 Fixing Of Soldress Clamp 95 Mm Sq. Of Standard Mark 21 Fixing Of Soldress Clamp 120 Mm Sq. Of Standard Mark 22 Fixing Of Soldress Clamp 185 Mm Sq. Of Standard Mark 23 Fixing Of Soldress Clamp 240 Mm Sq. Of Standard Mark 24 Fixing Of Soldress Clamp 300 Mm Sq. Of Standard Mark 25 Fixing Of Soldress Clamp 400 Mm Sq. Of Standard Mark 26 Fixing Of Nuts And Bolts For Fixing Of X-Arms And Other Accessories 27 Replacement And Commissioning Of Damaged Clamps Of Sizes 28 Replacement And Commissioning Of Damaged Thimbles Of Sizes 29 Painting Of Poles With One Coat Of Red Oxide And Two Coats Of Alm Paint Complete Job ( Paint Deptt. Supply ) 30 Dismentalling Of St 9 Mtr Long Poles Including Its Carriage To Divisional Store ( Complete Job ) 31 Dismentalling Of St 11 Mtr Long Poles Including Its Carriage To Divisional Store ( Complete Job ) 32 Dismentalling & Re-Erection Of Pcc Poles 33 Dismentalling & Re-Erection Of St 8 Mtr Long Poles 34 Dismentalling & Re-Erection Of St 9 Mtr Long Poles 35 Dismentalling & Re-Erection Of St 11 Mtr Long Poles 36 Dismentalling Of Acsr 30 Mm Sq. Including Its Carriage To Divisional Store ( Complete Job ) 37 Dismentalling Of Acsr 50 Mm Sq. Including Its Carriage To Divisional Store ( Complete Job ) 38 Dismentalling Of Acsr 100 Mm Sq. Including Its Carriage To Divisional Store ( Complete Job ) 39 Dismentalling & Re-Laying Of Acsr 30 Mm Sq. At Site 40 Dismentalling & Re-Laying Of Acsr 50 Mm Sq. At Site 41 Dismentalling & Re-Laying Of Acsr 100 Mm Sq. At Site 42 Re-Stringing Of Loose Conductor ( 50 Mm Sq. ) 43 Re-Stringing Of Loose Conductor ( 30 Mm Sq. ) 44 Re-Stringing Of Loose Conductor ( 100 Mm Sq. ) 45 Providing Installation, Testing & Commissioning Of 3-Phase 4-Wire Prodigy Meter ( 40-200 A ) Including Suitable Stamp / Clamps Using Channels And Canopy To Protect The Same From Adverse Weather Condtions ( Complete ) 46 Supply, Laying, Testing & Commission Of 35 Mm Sq. Ab ( Ht Cable ) ( 3*35+1*35 Mm Sq. ) Xlpt ( 11 Kv 3*1 Core +Earth ) Of Standard Make Conforming To Is; 8130-1894 Is;398 ( Part-Iv ) -1994.Is 7098 ( Part-Ii ) -2011 & Is;5831-1984 With Upto Date Ammendments If Any 47 Supply, Laying, Testing & Commission Of 70 Mm Sq. Ab ( Ht Cable ) ( 3*70+1*95 Mm Sq. ) Xlpt ( 11 Kv 3*1 Core +Earth ) Of Standard Make Conforming To Is; 8130-1894 Is;398 ( Part-Iv ) -1994.Is 7098 ( Part-Ii ) -2011 & Is;5831-1984 With Upto Date Ammendments If Any 48 Supply, Laying , Testing And Commission Of 185 Mm Sq. ( Lt Cable ) Of Standard Make 49 Supply, Laying , Testing And Commission Of 120 Mm Sq. Ab ( Lt Cable ) ( 3*120+1*16+1*70 Mm Sq. ) Of Standard Make 50 Supply, Laying , Testing And Commission Of 50 Mm Sq. Ab ( Lt Cable ) ( 3*50+1*16+1*35 Mm Sq. ) Of Standard Make 51 Supply, Laying , Testing And Commission Of 70 Mm Sq. Ab ( Lt Cable ) ( 3*70+1*16+1*50 Mm Sq. ) Of Standard Make 52 Supply, Fixing, Testing & Commission Of Mid Span Straight Through Joining Kit For 11Kv Ab Cable Suitable For Ab Cable Of Standard Make And Conforming To The Latest Is Standards 53 Supply, Fixing, Testing & Commision Of 11 Kv Heat Shrinkable Out Door Cable Termination Kit For 11Kv Ab Cable Of Standard Make And Size Confirming To The Latest Is Standards 54 Supply, Fixing Of Suspension Clamps With Eye Hook ( Complete ) Of Standard Make For Ab Cable Including Strips For Fising On Poles Of Required Size 55 Supply, Fixing , Of Dead End Clamps ( Complete ) Of Standard Make For Ab Cable Including Strips For Fixing On Poles Of Required Size 56 Loading, Carriage Operation & Maintenance Including Cost Of Fuel ( By Utilizing Skilled Machines ) Of 2.8 Kva Portable Gensets ( To Be Provided By The Department ) 57 Providing , Carriage Operation & Maintenance ( By Utilizing Skilled Machines ) Of Dg Set Including Providing Of Fuel For One Day On Hire Basis ( Rate / Day / Kva ) On Hire Basis 58 Repairing, Installation, Testing & Commissioning Of 60 Watt Led Lights Including Their Back Carriage To The Divisional Store From The Site ( To Be Provided By The Department ) 59 Supply, Installation , Testing & Commissioning Of Hpsv 250Watt Lights Including Prividing Bracket, Clamps, Nuts & Bolts Of Standard Make 60 Repairing, Installation , Testing & Commissioning Of Hpsv 250Watt Street Lights Including Their Back Carriage To The Divisional Store From The Site 61 Providing Laying Of 10 Mm Sq. Twin Core Aluminium Conductor Frls 62 Providing Laying Of 6 Mm Sq. Twin Core Aluminium Conductor Frls 63 Providing Laying Of 1.5 Mm Sq. Multicore Flexible Wire Of Standard Make ( 90 Mtr Coil ) 64 Installation, Testing & Commissioning Of 5 Amp Switch Socket Combine 65 Installation, Testing & Commissioning Of Iron Clad Box / Fuse Switch Unit Of Different Ratings ( Complete Job ) 66 Supply, Installation, Testing & Commissioning Of Pendent Holders 67 Branch Cutting Of Trees For Route Clearance ( Per Side ) 68 Installation, Testing & Commissioning Of St Pole 11 Mtr Long Sp-56 69 Straightening Of Tilted St Pole 9 Mtr 70 Straightening Of Tilted St Pole 8 Mtr 71 Loading / Unloading Of Cement 72 Fixing Of Danger Plate 73 Fixing Of Anti Climbing Devices 74 Installation / Fixing Of Guard Netting Of 11Kv Lines As Per Rec

BRR : 8032256 Rate Contract For Providing Household Service Connections( Hscs) Including One Year Defect Liability Period Under The Jurisdiction Of City Circle( South) Phed, Jaipur-- 1 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil 2 Dismantling of cement concrete pavement for pipe lineand chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. 3 Dismantling of flexible pavement for pipe lineand chambers by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work. 4 Bituminous courses 5 Granular courses 6 Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. 7 Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. 8 Plain cement concrete pavementof M-30 Grade 9 Providing Household Tap Connectionas per technical specification andapproved drawing as per relevant IS code (amended up to date) from HDPE/uPVC/DI/AC/MS/GI pipe line up to consumer meter/premises by using PP mechanical Integrated saddle with inbuilt flow control valve made out of SS316 designed for 5 LPM discharge at 0.5 bar pressure , not exceeding the flow of 7 LPM at 2 bar and a compression elbow, moulded in single piece/ fusion welded (Complete job) including digging out suitable size of pits and trench for laying service line in all kinds of soil; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance withspecification for potable water including GM Full-way Valve (IS:778 Mark) or wheel valve and specials with 20 mm nominal dia MDPE pipe PE80 PN 16 as per ISO 4427 / 20 mm nominaldia PPR-C (Three layered) pipePN16 SDR 7.4 (IS:15801:2008) (ISI mark) and above ground level using PPR-C pipe with standard PPR fittings/ GI pipes in the premises for fixing a tap / meter box (excluding) ,including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level.Note: Road cut and restoration is not part of this item and paid separately. 10 For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr. 11 Add extra over item no 6.1 for providing20 mm PE80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr. 12 Supplying and Fixing water METER BOX- with Weather resistant PE/ GRP box,press fitted Lid fixing & locking and locked with built in or external lock 13 Supply, fixing, testing and commissioning of Multi jet magnetic type domestic water meter Class-B confirming to IS:779-1996 / EEC/ MDIL with end coupling as per relevant technical specification and the direction of the Engineer 14 15 mm size 15 20 mm size 16 25 mm size 17 32 mm size 18 50 mm size 19 Removing& Re-fixing of Precast concrete interlocking blocks for laying of pipe line by manual method, stacking of serviceable & non serviceable material separately, disposal of dismantled material lead up to 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the directions of Engineer in charge. The rates to be inclusive of fixing of70 percent reusable precast concrete interlockingblock and cost of required new precast concrete interlocking block against damaged, including alllead and lift as per Technical specifications.(Interlocking blockmanufactured by fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm)Note: If existing precast block used more than 70%, than for every 1% use above 70%, deduction of 1% in cost shall be done for every 1% use above 70%. 20 60 mm thick. 21 80 mm thick. 22 100 mm thick

BRR : 9346947 Tender For Annual maintenance Works As Per Requirement Of Talegaon Dabhade Municiple Council Tal Maval Dist Pune-Fixing chainage Stone/ Appex stones. Trial pit in earth soil upto depth 1.5 M Trial pit in earth soil upto depth 3.00 M Trial pit in H.M. upto depth 1.50 M Trial pit in H.M. upto depth 3.00 M Trial pit in H.M.B. upto depth 1.50 M Trial pit in H.M.B. upto depth 3.00 M Fixing survey pegs in soil . Reconnaissance survey of alignment in plain without chaining. Reconnaissance survey of alignment in plain with chaining. hilly road without chaining. Reconnaissance survey of in hilly road with chaining. Detailed survey in plain with cross section . Detailed survey of partly earthwork with cross section . Detailed survey in hilly area with cross section . Detailed survey utilizing existing cart track with cross section . Providing & Fixing wooden survey pegs. Catchment area traverse survey of minor stream. Cutting down branches for Motorable road. Planetable survey for Buildings upto 1 Acre. Preparation of Plane table survey for Buildings above 1 Acre. Reconnaissance survey with L and X section at 30 M. Preparation of Plans and Estimates of road. Survey of C.D. works. Survey of raised causeway . Detailed plans and estimates of Raise causeway . Survey of stream having catchment upto 1 sq. mile . Survey of stream having catchment upto 1 to 5 sq. mile . Reconnaissance survey for approaches to the bridge. Fly levelling . Detailed survey of approaches. Longitudinal section of streams. Demarcation of (ROW). Preparation of L.A. Proposal of New Alignment. Preparation of L.A. Proposal of Existing Alignment. Total station Survey in Plain Terrain for New alignment . Total station Survey in Plain Terrain for existing alignment. Trial bores in Quartzite rock with diamond drill with Nx Bit. Trial bores in Quartzite rock with diamond drill with Ax Bit. Trial bores in other rock with diamond drill. Providing tun tappa core boxes . Temporary platform upto 1 m of standing water . Temporary platform to the depth of standing water 1 m to 2 m. Temporary platform to the depth of standing water above 2 m Temporary platform for inspection using 4 M.S. empty barrels. Conveying the boring machine. Shifting boring plant and reinstalling. Inspection logging Report by core recovery. Providing detailed Geological report Preparing land plans for Private / Forest Auto CAD Preparation of Index/Key/ Widening Scheme Plan with Auto CAD Survey of C.D. works including L/S of Road Design of Major Junctions Design of Minor Junctions Preparation of Flyover GAD Plan Preparation of Feasibility Report Preparation of Auto CAD drawing with colour print of A0 size. Preparation of Auto CAD drawing with colour print of A-1 size. Preparation of Auto CAD drawing with colour print of A-2 size. Providing colour print of A-0 size. Providing colour print of A-1 size. Providing colour print of A-2 size. Providing colour print of A-3 size. and DVR System Extra charges for every additional lane. Providing of Jeep/vehicle for conveying surey material, Engineers, labours etc. complete. Cutting down trees girths above 30 cm. to 60 cm. Cutting down trees with girths above 60 cm. to 90 cm. Cutting down trees with girths above 90 cm. to 180 cm. Cutting down trees with girths above 180 cm. to 270 cm. Cutting down trees with girths above 270 cm. to 450 cm. Cutting down trees with girths above 450 cm. Clearing grass and removal of rubbish. Clearing road land including uprooting grass, bushes and trees girth up to 300 mm & disposal upto 1000 M. Ex. for roadway in soil by Manual Means. (With Prior Permission of S.E. only). Ex. for roadway in soil. Ex. for roadway in H.M. Ex. for roadway in S.R. Ex. for roadway in H.R. by controlled blasting Ex.roadway in H.R. by wedging and chiselling Ex. for gutter in soil. Ex. for gutter in H.M. Preparing embankment to 97% S.P.D. for a lead of 300 to 500 m. Providing earthwork Departmental Land. Providing earthwork from Other sources. Supplying Hard Murum H.M.Sidewidth Supplying/ Spreading/ Compaction etc. Complete. Supplying Soft Murum Spreading H.M./S.M. Compacting H.M.side width with Vibratory Roller. Picking W.B.M.surface. Picking B.T.Surface. Dry rubble stone pitching. Lime Treated Soil for Sub- Base. Cement Treated Soil Sub Base. Lime Stabilisation for Improving Subgrade .By Mechanical Means. Construction of embankment with Flyash. G.S.B. with Gr.I close graded Material by Plant Mix Method. G.S.B. with Gr.II close graded Material by Plant Mix Method. G.S.B. with Gr.II close graded Material by Mix in Place Method. G.S.B. with Gr.III close graded Material by Mix in Place Method. Lime, Fly ash stabalised soil sub-base Cement Treated Crushed Rock.For Subbase. Cement Treated Crushed Rock.For Base Course. Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Dismantling of Flexible Pavements of Bituminous courses. Dismantling of cement concrete pavement by mechanical means Making 50 mm x 25 mm Furrows Making 50 mm x 50 mm Furrows W.B.M. with Grading-I.Using Screening Type-B. W.B.M. with Grading-II.Using Screening Type-B. Crushed Cement Concrete Sub-base / Base Penetration Coat Over Crushed Cement Concrete Base Wet Mix Macadam Crusher Run Macadam Base By Mix in Place Method 53 mm. Crusher Run Macadam Base By Mix in Place Method 45 mm. Crusher Run Macadam Base By Mix in Plant Method 53 mm. Crusher Run Macadam Base By Mix in Plant Method 45 mm. Dismantling B.T. Surface by cold milling. Tack Coat B.T. using Bitumen VG-30 3.00 Kg /10 Sq.m Tack Coat on Granular surface with primer using Bitumen VG-30 at 2.75 Kg /10 Sq.m Tack coat on Concrete at 3.25 Kg /10 Sq.m. Tack coat with Emulsion 0.20 kg per sqm on BT. 75 mm M.P.M. on W.B.M. with 70% Hand Broken Metal. 75 mm M.P.M. on W.B.M. with 100% crusher broken metal. 75 mm M.P.M. on B.T. with 70% Hand Broken Metal. 75 mm M.P.M. on B.T. with 100% crusher broken metal. 50 mm M.P.M. on W.B.M. with 70% Hand Broken Metal. 50 mm M.P.M. on W.B.M. with 100% 50 mm M.P.M. on B.T. with 100% crusher broken metal. B.U.S.G. 75 mm with Bitumen VG-30 B.M. Gr-1 with Batch Mix SCADA with 3.3% Bitumen VG-30. B.M. Gr-1 3.3% PLC Drum Mix SCADA, VTS, Sensor Paver with VG 30. D.B.M. Gr-1 SCADA Batch Mix with VG-30 and Stone Dust Filler. D.B.M. Gr-1 PLC Drum Mix SCADA, VTS, Sensor Paver with VG 30. B.C. Gr-1 with SCADA and Batch Mix with 5.2% Bitumen VG-30 and Stone dust Filler. B.C. Gr-1 Drum Mix SCADA, VTS, Sensor Paverwith 5.4% VG 30. Type A seal coat using Bitumen VG- 30 Type B Batch Mix seal coat using Bitumen VG-30 Surface Dressing with 19 mm chipping and Bitumen VG-30. Open Graded Carpet over B.T. with Drum Mix SCADA and Vibratory Roller. Non SCADA Open Graded Carpet over B.T. with Drum Mix and Vibratory Roller. Open Graded Carpet over M.P.M. with Drum Mix SCADA and Vibratory Roller. Non SCADA Open Graded Carpet over M.P.M. with Drum Mix and Vibratory Roller. Type-A Premix Seal Coat, 9 mm. thick, using VG-30 bitumen. M-30 PCC Concrete Road With Batch Mix Plant with Paver. M-35 PCC Concrete Road With Batch Mix Plant with Paver. M-40 PCC Concrete Road With Batch Mix Plant with Paver. M-30 PCC Concrete Road With Batch Mix Plant without Paver. M-35 PCC Concrete Road With Batch Mix Plant without Paver. M-40 PCC Concrete Road With Batch Mix Plant without Paver. M-30 PCC Concrete Road With Fly Ash and Batch Mix Plant with Paver. M-35 PCC Concrete Road With Batch Mix Plant Fly Ash and with Paver. M-40 PCC Concrete Road With Batch Mix Plant Fly Ash and with Paver. M-30 PCC Concrete Road With Fly Ash and Batch Mix Plant without Paver. M-35 PCC Concrete Road With Batch Mix Plant Fly Ash and without Paver. Providing and fixing 12 mm dia. HYSD tie bars. Cutting transverse contraction joints. Providing polysuphide sealent to contraction joints. Providing and laying 125 micron LDPE sheet Paving Blocks 80 mm thick M-40. Paving Blocks 100 mm thick M-40. M-30 Tremix Concrete 200 mm thick With VSI Sand. Refilling with bitumen. M-30 Tremix Concrete 200 mm thick with VSI sand. Refilling with Polysulfide Sealent. Trap Guard Stone fixing in 1:4:8 Trap Guard stone fixing in ground . M15 R.C.C. guard stone in C.C. 1:4:8 200 m. stone Ordinary Km. Stone. 5th Km. Stone Dismantling 5th Kilometre Stone . Dismantling Ordinary Kilometre Stone Dismantling Hectometre stone. Painting 200 M stone Painting ordinary KM stone Painting span,location on masonry works Painting letters upto 20 cm height Painting and numbering trees colouring trees in red and white bands Painting Lines, Dashes over 10 cm width on New Work. Painting Lines, Dashes upto 10 cm width on New Work. Painting Lines, Dashes over 10 cm width on Old Work. Painting Lines, Dashes upto 10 cm width on Old Work. Supplying and Fixing Cats Eye. Providing and Fixing of Median Marker. Reflective Fluorscent tape on Old Sign Board Road Marking with Hot Applied Thermoplastic Compound. Providing and applying Cold Plastic Paint. Aluminum backed flexible prismatic AFP) sheeting. Providing and Fixing Vertical Delineator. Road Delineators 80 to 100 cm. high. Steel pipe delineators of 10 cm. in dia. and height of 130 cm. Solar powered LED Raised Pavement Markers. Precast Reflective Delinators Fixing cautionary sign boards Supplying M.S. Angle iron post of size 65 mm x 65 mm x 6 mm Supplying M.S. Angle iron post of size 50 mm x 50 mm x 5 mm Supplying M.S. Angle iron frame for informatory sign boards of size 35 mm x 35 mm x 3 mm Constructing Information Pillar of Brick Masonry in Non B.C. Soil Constructing Information Pillar of Brick Masonry in B.C. Soil Sign boards in Circular shape of 600 mm. dia. with 1.5 mm Aluminum sheet of Class B. Sign boards in Circular shape of 750 mm. dia. with 2 mm Aluminum sheet of Class B. Sign boards in Circular shape of 900 mm. dia. with 2 mm Aluminum sheet of Class B. Sign boards in Circular shape of 1200 mm. dia. with 2 mm Aluminum sheet of Class B. Sign boards in Circular shape of 600 mm. dia. with 3 mm (ACM) of Class B. Sign boards in Circular shape of 750 mm. dia. with 4 mm (ACM) of Class B. Sign boards in Circular shape of 900 mm. dia. with 4 mm (ACM) of Class B. Sign boards in Circular shape of 1200 mm. dia. with 4 mm (ACM) of Class B. Sign boards in Circular shape of 600 mm. dia. with 1.5 mm Aluminum sheet of Class C. Sign boards in Circular shape of 600 mm. dia. with 3 mm (ACM) of Class C. Sign boards in Circular shape of 750 mm. dia. with 2 mm Aluminum sheet of Sign boards in Circular shape of 1200 mm. dia. with 2 mm Aluminum sheet of Class C. Sign boards in Circular shape of 1200 mm. dia. with 4 mm (ACM) of Class C. 600 mm Triangular Board of 1.5 mm aluminium sheet of Class B. 600 mm.Triangular Boards of 3 mm ACM) of Class B. 750 mm Triangular Board of 2 mm aluminium sheet of Class B. 700 mm.Triangular Boards of 4 mm ACM) of Class B. 900 mm Triangular Board of 2 mm aluminium sheet of Class B. 900 mm.Triangular Boards of 4 mm ACM) of Class B. 1200 mm Triangular Board of 2 mm aluminium sheet of Class B. 1200 mm.Triangular Boards of 4 mm ACM) of Class B. 600 mm Triangular Board of 1.5 mm aluminium sheet of Class C. 600 mm.Triangular Boards of 3 mm ACM) of Class C. 750 mm Triangular Board of 2 mm aluminium sheet of Class C. 750 mm.Triangular Boards of 4 mm ACM) of Class C. 900 mm Triangular Board of 2 mm aluminium sheet of Class C. 900 mm.Triangular Boards of 4 mm ACM) of Class C. 1200 mm Triangular Board of 2 mm aluminium sheet of Class C. 1200 mm.Triangular Boards of 4 mm ACM) of Class C. 750 mm Octagonal Board of 2 mm 750 mm Octagonal Board of 4 mm (ACM) of Class C. 900 mm Octagonal Board of 2 mm aluminium sheet of Class C. 900 mm Octagonal Board of 4 mm (ACM) of Class C. Informatory Sign Board of area less than 0.9 sqm. of 2 mm aluminium sheet of Class B. Informatory Sign Board of area less than 0.9 sqm. of 4 mm (ACM) of Class B. Informatory Sign Board of area less than 0.9 sqm. of 2 mm aluminium sheet of Class C. Informatory Sign Board of area less than 0.9 sqm. of 4 mm (ACM) of Class C. Informatory Sign Board of area more than 0.9 sqm. of 2 mm aluminium sheet of Class B. Informatory Sign Board of area more than 0.9 sqm. of 4 mm (ACM) of Class B. Informatory Sign Board of area more than 0.9 sqm. of 2 mm aluminium sheet of Class C. Informatory Sign Board of area more than 0.9 sqm. of 4 mm (ACM) of Class C. Overhead Sign Board of 2 mm aluminium sheet of Class B. Overhead Sign Board of 4 mm 4 mm (ACM) of Class B. Overhead Sign Board of 2 mm aluminium sheet of Class C. Overhead Sign Board of 4 mm (ACM) of Class C. Work Information Bord 1.20 m x 0.90 m of M.S. sheet. M-15 RCC Pedestal of size 0.75 x 0.75 x 0.20 m for KM. Stone. M.S.sheet. Road Junction/ Information sign Board of size 1.80 x 0.90 M. of 16 guage Aluminium sheet. Road Junction/ Information sign Board of size 1.80 x 0.90 M. of 3 mm Aluminum Composite Panel. Road Junction/ Information sign Board of size 1.80 x 1.20 M. of 16 guage M.S.sheet. Road Junction/ Information sign Board of size 1.80 x 1.20 M. of 16 guage Aluminium sheet. Road Junction/ Information sign Board of size 1.80 x 1.20 M. of 3 mm Aluminum Composite Panel. Road Junction/ Information sign Board of size 0.9 x 0.6 M. of 16 guage M.S.sheet. Road Junction/ Information sign Board of size 0.90 x 0.60 M. of 14 guage Aluminium sheet. Road Junction/ Information sign Board of size 0.90 x 0.60 M. of 3 mm Aluminum Composite Panel. Road Junction/ Information sign Board of size 0.60 x 0.8 M. of 14 guage M.S.sheet. Road Junction/ Information sign Board of size 0.60 x 0.8 M. of 14 guage Aluminium sheet. Road Junction/ Information sign Board of size 0.60 x 0.8 M. of 3 mm Aluminum Composite Panel. N.H./ S.H. Route Marker 60 cm x 45 cm on 16 gauge M.S. sheet. N.H./ S.H. Route Marker 60 cm x 45 cm on 16 gauge Aluminium sheet. Road Junction/ Information sign Board of size 1.20 x 0.90 M. of 16 guage M.S.sheet. Road Junction/ Information sign Board of size 1.20 x 0.90 M. of 16 guage M-20 Semi Barrier type Kerb without gutter. M-20 Mountable type Kerb without gutter. M-20 Barrier type Kerb with gutter. M-20 Semi Barrier type Kerb with gutter. M-20 Mountable type Kerb with gutter. Guard Railing Type ‘C’ with 3 rows of 50 mm dia. G.I. pipe. Guard Railing Type ‘C’ with 3 rows of 40 mm dia. G.I. pipe. Guard Railing Type Drg. 15 of 1 M height. Guard Railing Type Drg. 6 of 1 M height in 25 mm M.S. square bars. Design of overlay for existing B.T.surface testing by Benkelman Beam method Carrying out Roughness Index test for single lane Carrying out Roughness Index test for 1.5/ 2 lane. Carryingout Roughness Index test for each additional lane. subgrade. Geotextile Type-III on the prepared subgrade. Fibre Glass Geogrid 50 KN/m to Asphalt overlay pavements. Fibre Glass Geogrid 100 KN/m to Asphalt overlay pavements. Gabion Structure 1 M High. Gabion Structure 0.5 M High. Non Woven Geotextile Type-III Non Woven Geotextile Type-II Removal of telephone/ Electric poles. Footpaths/ Separators with G.S.B. and M-15 concrete. W: Metal Beam Crash Barrier Type A. THRIE:Metal Beam Crash Barrier Type B. Flexible wire rope safety barrier. Anti-Glare Devices in Median with 25 M-30 RCC crash barrier. Labour for patch repairs with premix asphalt chips. Labour for metal patch repairs. Restoration of rain cuts. Filling Shoulders. Stripping Shoulders. Repair to Pot Holes with 75 mm B.M. Patch Repair with 20 mm Premix Carpet and seal coat. Repair to Pot Holes with 20 mm Premix Carpet and seal coat. Maintenance of Gravel Road. Rectification to old WBM surface by Pick and Roll method. Maintenance of W.B.M. road The maintenance of Drains. Cutting of branches of tree. Trimming of Shrubs from shoulders/ berms. Maintenance of Guard/ Boundry stones. Repair of Steel Railing. Repair of R.C.C. Railing. Removal refixing of Collapsible Railing. White washing/ Geru painting to Parapet Walls/ Tree Trunks. Dressing/ Scrapping Road Side Shoulders by JCB/ DOUZER. PST based Insstapattch ready mix compound for repair potholes. Micro seal surfacing 10 mm thick with 11.00 kg/10 Sqm. bulk bitumen. Micro seal surfacing 10 mm thick with 9.50 kg/10 Sqm. bulk bitumen. Shoulder drain of trap rubble of 0.45 x 0.45 m. Pressure Sensitive Technology (PST) watering system tree guard-insertion of sapling in self watering tree guard . Providing 50 mm thick Full grout bituminous treatment. Providing 50 milimetre thick Semi Grout Bituminous Treatment. 75 mm M.P.M. on B.T. with 70% Hand Broken Metal. 50 mm M.P.M. on B.T. with 70% Hand Broken Metal. Labour for filling potholes with metal & bitumen. Labour for filling potholes with metal & grit. Supplying Bulk Bitumen of VG-30 (60/70) grade Supplying Fire wood. Hire Charges of Roller. Heating Charges of Bitumen. Supplying 40 mm. crushed metal. Supplying 13.2 mm to 10 mm crushed metal. Supplying 6 mm crushed metal. Engaging JCB for removing road side trees, branches, land slide materials. Engaging labour for conveying trees, branches, land slide materials. Engaging tractor with trailers for P.C.C M-10 in foundation. With Crushed Sand P.C.C 1:4:8 in foundation. With Natural/ VSI Sand Non SCADA P.C.C 1:4:8 in foundation. With Natural Sand Rubble stone paving 15 cm. thick in cement mortor 1:3. UCR in C.M.1:5 for returns, headwals, parapet etc. NP-2 Pipe 450 mm dia. NP-2 Pipe 600 mm dia. NP-2 Pipe 800 mm dia. NP-2 Pipe 900 mm dia. NP-2 Pipe 1000 mm dia. NP-2 Pipe 1200 mm dia. NP-3 Pipe 600 mm dia. NP-3 Pipe 800 mm dia. NP-3 Pipe 900 mm dia. NP-3 Pipe 1000 mm dia. NP-3 Pipe 1200 mm dia. NP-4 Pipe 900 mm dia. NP-4 Pipe 1000 mm dia. NP-4 Pipe 1200 mm dia. M-15 for Head Wall With Natural Sand. Non SCADA M-15 for Head Wall With Natural Sand. M-20 for Head Wall With Natural / VSI Sand. Non SCADA M-20 for Head Wall With Natural/ VSI Sand. M-15 for coping to head walls with Natural Sand M-20 for coping to head walls with Natural/ VSI Sand Ex. for foundation of bridge in soil by Manual Means. Ex. for foundation of bridge in soil by Mechanical Means. Ex. for foundation of bridge in H.M. Ex. for foundation of bridge in H.M.B. Ex. for foundation of bridge in S.R. Ex. for foundation of bridge in H.R. Upto 1.50 m lift. Ex. for foundation of bridge in H.R. by Controlled Blasting. Ex. for foundation of bridge in H.R. by chiselled and wedged or line drilled. Ex. for foundation for bridge in laterite rock. to 9.0 BHP Pump . Dewatering on BHP basis by using 10.0 to 19.0 BHP Pump. M-10 cement concrete in foundation With Natural/ Artifical Sand. Non SCADA M-10 cement concrete in foundation With Natural/ Artifical Sand. M15 Bed Block in foundation with Natural/ Artifical Sand. Non SCADA M15 Bed Block in foundation With with V.S.I. Sand. UCR in C.M. 1:5 for foundation of piers, abutments. steel curbs for wells. M-10 in the hollow of the steel curbs with Natural Sand. Mild steel cutting edges for well curbs. M-20 in well steining with V.S.I. Sand. M-25 R.C.C. in well steining with Natural/ Artifical Sand. M-20 in well steining with V.S.I. Sand. M-25 in well steining with Natural/ artifical Sand. Sinking of wells of dia. 7 to 8 M Sinking of wells of dia. 8 to 9 M Sinking of wells of dia. 9 to 10 M Extra charges for sinking of well in H.R. by chiselling in water. Steel anchor dowels of 32 mm dia. and of 4.0 M length. Steel anchor dowels through Steining of the wells. M-15 for the bottom plugs of wells with V.S.I. Sand. M-15 for the bottom plugs of wells under water with Natural/ artifical Sand. M-15 for Cut off Walls/ Curtain Walls. With Natural/ artifical Sand. M-20 for Cut off Walls/ Curtain Walls. With V.S.I. Sand. M-25 for Cut off Walls/ Curtain Walls. With Natural/ artifical Sand. Temporary Island 16 m dia. for 8 m dia. well. For depth of water 1.0 m and height of island to be 1.25 m. Temporary Island 16 m dia. for 8 m dia. well. For depth of water 4.0 m and height of island 4.5 m. Temporary Island 12 m dia. for 6 m dia. well. For depth of water 1.0 m and Filter media with granular materials behind Abutment/ Return. Providing and Fixing Neoprene Bearing. Tar paper Bearing. Cast Steel Rocker Bearing. Forged Steel Rocker Bearing Sliding Plate Bearing with PTFE surface sliding on stainless steel . Elastomeric Bearing. Sliding Plate Bearing with stainless steel plate sliding on stainless steel plate. POT- PTFE Bearing. TMT FE-500 steel bars for R.C.C. Bridge works. Joining 25 mm dia. Steel bars by bottle nuts. Joining 32 mm dia. steel bars by bottle nuts. Welding 25 to 32 mm dia. Steel bars. Welding 25 to 32 mm and above dia. Steel bars. Prestressing the high tensile strands. with VSI Sand. M-20 for R.C.C. For Girders with VSI Sand. M-25 in Main /Cross Girders, with Natural/ VSI Sand. M-30 in Main/ Cross Girders with VSI Sand. M.S. plate expansion joint. Copper plate expansion joint. Expansion joint with 25 mm thick bituminous pad. 1:4:8 for haunch filling With Natural/ VSI Sand. Rubble filling over haunches and arches. M-20 wearing course 8 cm thick, with VSI Sand. Vent holes 100 mm dia.of G.I. pipe. M-20 R.C.C for ballast walls and kerbs, With VSI Sand. M-20 R.C.C for Box returns, With VSI Sand. M-20 R.C.C for of Box Cell, With G.I. Water Spouts. 6 mm thick Mastic Asphalt Wearing Course. 12 mm thick Mastic Asphalt Wearing Course. Precast R.C.C. Railing of M-30 Grade. Cast in situ R.C.C. Railing of M-30 Grade. M-15 Leveling Course below Approach Slab. M-30 R.C.C. Approach Slab. Precast Pretensioned Concrete Girders. Cement Paint to unplastered Concrete Surface. Burried Expansion Joint. Filler joint with fibre board in Expansion Joint. Filling joint with sealing compound of bitumen and sand. Asphaltic Plug Joint. Boulders Apron on river bed for protection. Boulder Apron Laid in Wire Crates. Apron with Cement Concrete Blocks. Pitching on slopes with stone. Pitching on slopes with C.C. Blocks. Filter material underneath pitching in slopes. Geotextile Filter between Pitching and Embankment slopes. Rubble Stone Flooring laid in C.M.1:3. Concrete Blocks of M-15 grade for flooring. Dry Rubble Flooring at C.D.works. Curtain Wall complete with Stone masonry in C.M. 1:3. Flexible Apron with loose stone boulders. Gabian Structure for Retaining Earth . M-30 Wearing Coat with batch mix including reinforcement. M-30 Approach Slab with batch mix excluding reinforcement. Metal Mat 0.90 m thick. M -35 for R.C.C. in solid/ deck slab. with VSI Sand. M-40 for R.C.C. in solid/ deck slab. with VSI Sand. M-35 in Main/ Cross Girders with VSI Sand. M-40 in Main/ Cross Girders with VSI Sand. M-30 R.C.C. cast in situ 450 mm diameter bored piles. Excavation of foundation in Marshy Soil by Mechanical Means. M-30 R.C.C. cast in situ 475 mm diameter bored piles. M-15 Annular Filling for Footing in Rock. M-30 R.C.C. cast in situ 500 mm diameter bored piles. Filling Sand in Foundation Trenches. diameter bored piles. Random Rubble Masonry M-30 R.C.C. cast in situ 600 mm diameter bored piles. M-15 levelling course below the pile cap. M-30 R.C.C. cast in situ 625 mm diameter bored piles. First class Brick Masonry For 1:3 in substructure. M-30 R.C.C. cast in situ 650 mm diameter bored piles. M-30 R.C.C. cast in situ 750 mm diameter bored piles. M-30 R.C.C. cast in situ 800 mm diameter bored piles. M-30 R.C.C. 825 mm dia. bored piles with natural/VSI sand. M-30 R.C.C. 900 mm dia. bored piles with natural/VSI sand. M-30 R.C.C. 975 mm dia. bored piles with natural/VSI sand. M-30 R.C.C. 1000 mm dia. bored piles with natural/VSI sand. M-30 R.C.C. 1050 mm dia. bored M-30 R.C.C. 1500 mm dia. bored piles with natural/VSI sand. M-35 R.C.C. 450 mm dia. bored piles with natural/VSI sand. M-35 R.C.C. 475 mm dia. bored piles with natural/VSI sand. M-35 R.C.C. 500 mm dia. bored piles with natural/VSI sand. M-35 R.C.C. 525 mm dia. bored piles with natural/VSI sand. M-35 R.C.C. 550 mm dia. bored piles with natural/VSI sand. M-35 R.C.C. 600 mm dia. bored piles with natural/VSI sand. M-35 R.C.C. 625 mm dia. bored piles with natural/VSI sand. M-35 R.C.C. 650 mm dia. bored piles with natural/VSI sand. M-35 R.C.C. 750 mm dia. bored piles with natural/VSI sand. M-35 R.C.C. 800 mm dia. bored piles with natural/VSI sand. M-35 R.C.C. 825 mm dia. bored piles with natural/VSI sand. M-35 R.C.C. 900 mm dia. bored piles with natural/VSI sand. M-35 R.C.C. 975 mm dia. bored piles piles with natural/VSI sand. M-35 R.C.C. 1200 mm dia. bored piles with natural/VSI sand. M-35 R.C.C. 1500 mm dia. bored piles with natural/VSI sand. M.S. liner 6 mm thick with 12 mm thick M.S. cutting edge of 0.5 metre length. M-40 R.C.C. 450 mm dia. bored piles with natural/VSI sand. M-40 R.C.C. 475 mm dia. bored piles with natural/VSI sand. M-40 R.C.C. 500 mm dia. bored piles with natural/VSI sand. M-40 R.C.C. 525 mm dia. bored piles with natural/VSI sand. M-40 R.C.C. 550 mm dia. bored piles with natural/VSI sand. M-40 R.C.C. 600 mm dia. bored piles with natural/VSI sand. M-40 R.C.C. 625 mm dia. bored piles with natural/VSI sand. M-40 R.C.C. 650 mm dia. bored piles with natural/VSI sand. M-40 R.C.C. 750 mm dia. bored piles with natural/VSI sand. M-40 R.C.C. 800 mm dia. bored piles piles with natural/VSI sand. M-40 R.C.C. 1000 mm dia. bored piles with natural/VSI sand. M-40 R.C.C. 1050 mm dia. bored piles with natural/VSI sand. M-40 R.C.C. 1100 mm dia. bored piles with natural/VSI sand. M-40 R.C.C. 1200 mm dia. bored piles with natural/VSI sand. M-40 R.C.C. 1500 mm dia. bored piles with natural/VSI sand. Epoxy grout by sand blasting (Rate per Kg.). Repairing of honey combed area. Polymer cement slurry. Repairs to expansion joints by removing rich mix cement concrete. Batch Mix Jacketting the Piers in M- 35 with natural sand. Epoxy grout to slab girder (Rate per No.) Extra for Chiselling in hard rocks, with Concrete Mixer 550 mm dia. Extra for Chiselling in hard rocks, with Concrete Mixer 650 mm dia. be 4.50 m. Sinking of 5 m dia. well in hard strata for depth 0 to 5 M. Sinking of 6 m dia. well in hard strata for depth 0 to 5 M. Sinking of 7 m dia. well in hard strata for depth 0 to 5 M. Sinking of 8 m dia. well in hard strata for depth 0 to 5 M. Sinking of 9 m dia. well in hard strata for depth 0 to 5 M. Sinking of 10 m dia. well in hard strata for depth 0 to 5 M. One span Service Road 10 m wide to reach island location. M-20 for R.C.C. well curbs with VSI Sand. M-25 for R.C.C. well curbs with VSI Sand. M-30 for R.C.C. well curbs with VSI Sand. M-35 for R.C.C. well curbs with VSI Sand. M-20 for Intermediate Plug with VSI Sand. M-25 for Intermediate Plug with VSI Sand. M-30 for Intermediate Plug with VSI Sand. M-25 for Top Plug with VSI Sand. M-30 for Top Plug with VSI Sand. M-25 for RCC Well Caps with VSI Sand. M-30 for RCC Well Caps with VSI Sand. M-35 for RCC Well Caps with VSI M-30 for RCC Foundation with VSI Sand. M-35 for RCC Foundation with VSI Sand. M-20 for RCC Raft with VSI Sand. M-25 for RCC Raft with VSI Sand. M-30 for RCC Raft with VSI Sand. M-35 for RCC Raft with VSI Sand. Pressure relief pipes of 100 mm dia. of AC / PVC for R.C.C Raft/ Returns/ Abutments/ Wing walls. Weep Holes of 100 mm dia. A.C./ P.V.C. pipes. Non SCADA M- 15 for Piers, Abutments, Returns with V.S.I. Sand. Non SCADA M-20 for Piers, Abutments, Returns with V.S.I. Sand. Non SCADA M-25 for Piers, Abutments, Returns with V.S.I. Sand. Non SCADA M-30 for Piers, Abutments, Returns with V.S.I. Sand. Non SCADA M-35 for Piers, Abutments, Returns with V.S.I. Sand. Batch Mix M-20 for Piers, Abutments, Returns with V.S.I. Sand. Batch Mix M-25 for Piers, Abutments, Returns with V.S.I. Sand. Batch Mix M-30 for Piers, Abutments, Returns with V.S.I. Sand. Batch Mix M-35 for Piers, Abutments, Returns with V.S.I. Sand. M-20 for R.C.C. Solid Piers/ Columns with V.S.I. Sand. M-25 for R.C.C. Solid Piers/ Columns with V.S.I. Sand. Non SCADA M- 25 for R.C.C. Caps with V.S.I. Sand. Non SCADA M- 30 for R.C.C. Caps with V.S.I. Sand. Non SCADA M- 35 for R.C.C. Caps with V.S.I. Sand. Providing Cage Unit, with 12 m dia. for 6 m well. For depth of water 5.0 M. Providing Cage Unit, with 12 m dia. for 6 m well. For depth of water 10.0 M. M-20 R.C.C. Concrete Block below Bearing. M-25 R.C.C. Concrete Block below Bearing. M-30 R.C.C. Concrete Block below Bearing. M-35 R.C.C. Concrete Block below Bearing. M-40 R.C.C. Concrete Block below Bearing. M-45 R.C.C. Concrete Block below Bearing. M-50 R.C.C. Concrete Block below Bearing. HCRM/ CRS steel bars for R.C.C. Bridge works. Chipping & Dressing of R.C.C. Piles. Supply of Structural steel conforming to Fe- 410 B Extra for working under running traffic for Structural steel Fe- 410-B. Metalizing of steel work of girder with grit blasting. Providing Sacrificial Shuttering for Deck Slab. Barricading with the help of Portable Fencing along the running track. Load Testing of spans of bridge for M-30 Socket Blocks for assembly of Arch Strip. BR M-40 Socket Blocks for assembly of Arch Strip. BR M-50 Socket Blocks for assembly of Arch Strip. BR M-50 screed concrete over Arch Strip. BR Lifting of Precast Arch Units and Sockets. BR Providing and fabricating structural steel work for Sakav. Bridge Maintenance New Providing Epoxy Mortor with quartz sand with proportion epoxy concrete sand 1:6 for repairs to the cracked Pier Girder. Bridge MaintenanceNew Item Providing and laying epoxy concrete. Bridge Maintenance New Providing and applying epoxy paint primer Bridge Maintenance New Making and working inside steel cages for crocodile. Bridge Maintenance New Underwater inspection Before rectification work. Bridge Maintenance New Underwater inspection After rectification work. Bridge Maintenance New Underwater Surface Preparation. Bridge Underwater Crack Sealing/Filling using underwater Epoxy mortar. Underwater Providing /Fixing the Nozzle for high pressure underwater epoxy grout. Grouting with Water Insensitive Underwater Epoxy Grout Base and hardener. Providing fixing of dowel rod of 16 mm diameter in the river bed. Providing fixing of shear links of 12 mm dia in the periphery of the well. Providing Filling of concrete encasing of grade M-35 around the periphery of the pier. Surface Preparation of the Cracked surface. Crack Groove Cutting using hand held electrically operated concrete cutting machine. Crack Sealing/Filling using epoxy mortar. Providing and fixing of 12 mm nozzle in the crack portion @ 500 c/c. Providing Boulder to the cavity area of 75-200mm in size. Providing filling of Micro-concret. Providing Grounting of nozzles with Low Viscosity Epoxy grout. Drilling 32 mm dia hole and upto depth of 400 mm and grounting with epoxy resin of reinforcement steel of 25 mm dia. Re-casting of bracket with microconcrete Providing and fixing of 100 mm x 1.4 mm carbon laminate with adhesive. Providing and Applying prestressing to the laminate with hydraulic system. Providing and Fixing of carbon fiber sheet of 430 GSM with adhesive. Providing and fixing carbon fiber anchor using epoxy 50X55 system Anticorrosive treatment to exposed reinforcement in two coats. Providing & applying 2 coats of compatible Polyurethane on epoxy fiber wrapped surface. Providing & applying 20 mm thick single coat Epi-bond plaster on FRP wrap surface. Providing 10 mm dia and 150 mm long tie rod stud through corrugated GI decking sheet. Dismantling of concrete pedestal up to required height including cutting reinforcement. Dismantling of concrete pedestal up to required height using electrical breakers Providing and applying anticorrosive treatment with epoxy zinc rich primer to the exposed reinforcement. Stone work Joint Filling with epoxy mortar. Dismantelling existing damaged Drainage Water Spout and providing 100 mm diameter GI water spouts. Providing and fixing additional reinforcement to replace existing steel. Raising of folding to reach the entire surface area of bridge. upto10 m height. Erecting supports for placing the jacks, props and necessary steel structure. Providing and flooding thermoset Monomer MONOPOL for sealing micropores in deck bridge slab. Providing and laying insitu UV resistant sealer Monopol-160 into Concrete Pavement cracks. Providing and laying UV resistant sealer Monopol-160 for culverts, bridges and pavements Interpenertrating Polymer Network concrete coating system for bridges for protection against chemical and weather resistance. Epoxy Mortar EPIBOND 11 in areas of fixing cracks on PQC pavement. Volatile corrosion inhibiting wax Powrthrow HT Wax on HT LRPC Strands. Excavation for foundation in soil (Lift upto 1.50 M) by Manual Means. Excavation for foundation in soil (Lift upto 1.50 M) by Mechanical Means. Excavation for foundation in soil (Lift 1.50 M to 3.0 M) by Manual Means. Excavation for foundation in soil (Lift 1.50 M to 3.0 M) by Mechanical Excavation for foundation in H.M. (Lift 1.50 M to 3.0 M) by Mechanical Means. Excavation for foundation in H.M.B. Lift upto 1.50 M). Excavation for foundation in H.M.B. Lift 1.50 M to 3.0 M). Excavation for Foundation in S.R. (Lift upto 1.50 M). Excavation for foundation in S.R. (Lift 1.50 M to 3.0 M). Excavation for Foundation in H.R.by Blasting (Lift upto 1.50 M) Excavation for foundation in H.R. by Blasting (Lift 1.50 M to 3.0 M). Excavation for foundation in H.R. by Controlled Blasting (Lift upto 1.50 M). Excavation for foundation in H.R. by chiseling (Lift upto 1.50 M). Excavation for foundation in Laterite Rock . Antitermite treatment for bottom surface and sides of excavation. Antitermite treatment for backfill in foundation. Antitermite treatment for top surface of beams/joists. Antitermite treatment for sides of flooring. Antitermite treatmentaround the periphery of the existing building. Providing general pest control services to the building . Pest control to small size inspection chambers. Pest control to Big size inspection chambers. Removing thorney/Jungli shrub/ Kubabul Along Roadside Removing grass in building premises. Filling in plinth and floors with approved excavated materials. Filling in plinth with contractors soil. Dry Rubble Stone Soling . Filling in the foundation with Sand. Soling with 80 mm metal. M-20 RCC cast insitu Single Rim Pile, M-20 RCC cast insitu Single Rim Pile, 380 mm. Dia. M-20 RCC cast insitu Single Rim Pile, 450 mm. Dia. M-20 RCC cast insitu Single Rim Pile, 535 mm. Dia. M-20 RCC cast insitu Single Rim Pile, 600 mm. Dia. M-25 RCC cast insitu Single Rim Pile, 225 mm. Dia. M-25 RCC cast insitu Single Rim Pile, 300 mm. Dia. M-25 RCC cast insitu Single Rim Pile, 380 mm. Dia. M-25 RCC cast insitu Single Rim Pile, 450 mm. Dia. M-20 RCC cast insitu Double Rim Pile, 225 mm. Dia. M-20 RCC cast insitu Double Rim Pile, 300 mm. Dia. M-25 RCC cast insitu Double Rim Pile, 225 mm. Dia. M-25 RCC cast insitu Double Rim Pile, 300 mm. Dia. M-25 RCC cast insitu Double Rim Pile, 380 mm. Dia. M-25 RCC cast insitu Double Rim Pile, 450 mm. Dia. M-25 RCC cast insitu Double Rim Pile, 535 mm. Dia. M-25 RCC cast insitu Double Rim Pile, 600 mm. Dia. M-30 RCC cast insitu Bored Pile, 325 mm. Dia. M-30 RCC cast insitu Bored Pile, 350 mm. Dia. M-30 RCC cast insitu Bored Pile, 400 mm. Dia. M-30 RCC cast insitu Bored Pile, 425 mm. Dia. M-30 RCC cast insitu Bored Pile, 525 mm. Dia. M-30 RCC cast insitu Bored Pile, 550 mm. Dia. M-30 RCC cast insitu Bored Pile, 600 mm. Dia. M-30 RCC cast insitu Bored Pile, 625 mm. Dia. M-30 RCC cast insitu Bored Pile, 650 mm. Dia. M-30 RCC cast insitu Bored Pile, 750 mm. Dia. M-30 RCC cast insitu Bored Pile, 800 mm. Dia. M-30 RCC cast insitu Bored Pile, 825 mm. Dia. M-30 RCC cast insitu Bored Pile, 900 mm. Dia. M-30 RCC cast insitu Bored Pile, 975 mm. Dia. Chiseling through pile shells in hard strata upto 550 mm dia. Chiseling through pile shells in hard strata 750 mm dia. Chiseling through pile shells in hard strata 900 mm dia. Chiseling through pile shells in hard strata 1050 mm dia. Load Test on the pile upto 400 mm dia. Load Test on the pile 550 mm dia. Load Test on the pile 650 mm dia. Load Test on the pile 750 mm dia. Load Test on the pile 825 mm dia. Load Test on the pile 900 mm dia. Empty boring for 425 to 500 mm dia. bored R.C.C. cast in situ piles Empty boring for 525 to 600 mm dia. bored R.C.C. cast in situ piles Empty boring for 625 to 700 mm dia. bored R.C.C. cast in situ piles Empty boring for 725 to 1050 mm dia. bored R.C.C. cast in situ piles Chipping and dressing of the R.C.C. piles upto 0.60 m. Providing bentonite slurry process. M.S. liner for R.C.C. Piles upto 3.00 meter depth. M.S. liner for R.C.C. Piles upto 3.0 to 9.50 meter depth. M-20 for R.C.C. pile caps. M-25 for R.C.C. pile caps. Structural steel work with connecting plates Structural steel work with RSJ Structural steel work in Trusses. 50mm diameter. G. I. Pipe Gate with Wicket Gate. Structural Steel for Sakav Mild Steel Tubular Trusses. Gas or Electrical Welding M.S.Grill gate without frame. Sructural steel work of rectangular hollow steel section for trusses. YST 310 grade Sructural steel work of rectangular hollow steel section for trusses. Non SCADA M-10 for Foundation with Crushed Sand V.S.I. Grade M-15 for steps with SCADA with Natural/V.S.I. Sand. M-20 for Steps with SCADA with Crushed Sand V.S.I. Grade Non SCADA M-20 for Steps with Natural Sand M-15 for Bed Blocks, with SCADA with Crushed Sand V.S.I. Grade M-20 for Bed Blocks, with SCADA with Crushed Sand V.S.I. Grade M-20 for Arches, with SCADA with Crushed Sand V.S.I. Grade M-15 for sills, cornice, jambs with SCADA with Crushed Sand V.S.I. Grade M-15 for coping to plinth or parapet 20 for R.C.C. Footings with Crushed Sand V.S.I. Grade Non SCADA M-20 for R.C.C. Footings with Crushed Sand V.S.I. Grade 25 for R.C.C. Footings with Crushed Sand V.S.I. Grade 30 for R.C.C. Footings with Crushed Sand V.S.I. Grade 35 for R.C.C. Footings with Crushed Sand V.S.I. Grade M-20 for R.C.C. Columns with Crushed Sand V.S.I. Grade Non SCADA M-20 for R.C.C. Columns with Natural Sand M-25 for R.C.C. Columns with Crushed Sand V.S.I. Grade M-30 for R.C.C. Columns with Crushed Sand V.S.I. Grade M-35 for R.C.C. Columns with Crushed Sand V.S.I. Grade M-40 for R.C.C. Columns with Crushed Sand V.S.I. Grade Non SCADA M-20 for R.C.C. beams and lintels with natural/ V.S.I. sand M-25 for R.C.C. beams and lintelswith Crushed Sand V.S.I. Grade M-30 for R.C.C. beams and lintelswith Crushed Sand V.S.I. Grade M-35 for R.C.C. beams and lintelswith Crushed Sand V.S.I. Grade M-40 for R.C.C. beams and lintelswith Crushed Sand V.S.I. Grade Non SCADA M-20 for R.C.C. slabwith Crushed Sand V.S.I. Grade M-25 for R.C.C. slabwith Crushed Sand V.S.I. Grade M-30 for R.C.C. slabwith Crushed Sand V.S.I. Grade M-35 for R.C.C. slabwith Crushed Sand V.S.I. Grade M-40 for R.C.C. slabwith Crushed Sand V.S.I. Grade M-20 for R.C.C. Chajjawith Crushed Sand V.S.I. Grade M-20 for R.C.C. canopywith Crushed Sand V.S.I. Grade M-25 for R.C.C. canopywith Crushed Sand V.S.I. Grade M-20 for R.C.C. Pardiwith Crushed Sand V.S.I. Grade Non SCADA M-20 for R.C.C. Pardiwith Crushed Sand V.S.I. Grade M-25 for R.C.C. Pardi 75 mm thick, with Crushed Sand V.S.I. Grade M-20 for R.C.C. coping to plinth or parapet with Crushed Sand V.S.I. Grade M-25 for R.C.C. Waist Slab and steps,with Crushed Sand V.S.I. Grade M-20 for R.C.C. newel posts of staircase with natural / V.S.I. Sand. M-25 for R.C.C. newel posts of staircase with natural / V.S.I. Sand. M-20 for R.C.C. Arches with skew backs with natural / V.S.I. Sand. M-25 for R.C.C. Arches with skew backs with natural / V.S.I. Sand. M-25 for R.C.C. Fins with natural / V.S.I. Sand. TMT FE-500 bar reinforcement for R.C.C. Corrosion Resistant steel reinforcement for R.C.C. Anti corrosive treatment to reinforcement as per C.P.C.C. method. Providing Fusion Bonded Epoxy Coating to 8 mm. Bars. Providing Fusion Bonded Epoxy Coating to 12 mm. Bars. Providing Fusion Bonded Epoxy Coating to 16 mm. Bars. Providing Fusion Bonded Epoxy Coating to 20 mm. Bars. Providing Fusion Bonded Epoxy Coating to 25 mm. Bars. Providing Fusion Bonded Epoxy Coating to 28 mm. Bars. Precast Jali 80 mm thick M -20 for R.C.C. Rectangular Grid Beam with Slabwith Crushed Sand V.S.I. Grade M -25 for R.C.C. Rectangular Grid Beam with Slabwith Crushed Sand V.S.I. Grade M-30 for R.C.C. Rectangular Grid Beam with Slabwith Crushed Sand V.S.I. Grade M-35 for R.C.C. Rectangular Grid Beam with Slabwith Crushed Sand V.S.I. Grade Fan hook box of 2 mm thick M. S. sheet. Second class B.B. masonry in C.M.1:6 in foundations First class B.B. masonry in C.M.1:6 in Plinth. Second class B.B. Composite Masonry in C.M.1:6 Second class B.B. masonry in C.M.1:6 in Superstructure Half Brick Masonry in C.M.1:4 Burnt Brick on edge Masonry in C.M.1:3 First class B.B. masonry in C.M. 1:4 in Rectangular pillars First class B.B. masonry in C.M. 1:4 in Curved pillars Second class B.B. masonry in C.M. 1:4 in Rectangular pillars Second class B.B. masonry in C.M. 1:4 in Curved pillars Fly ash brick masonary in C.M. 1:6 for foundation and plinth. Fly ash brick masonary in C.M. 1:6 for superstructure Second class fly ash brick masonry in 1 : 4 in half brick thick wall. Autoclaved Areated Concrete block masonary U.C.R.masonary in C.M. 1:6 in superstructure. R.R.masonary second sort in C.M. 1:6 Plinth R.R.masonary second sort in C.M. 1:6 superstructure. R.R.masonary first sort in C.M. 1:6 in Plinth R.R.masonary first sort in C.M. 1:6 in superstructure. C.R.masonary second sort in C.M. 1:6 Plinth C.R.masonary second sort in C.M. 1:6 superstructure. C.R.masonary first sort in C.M. 1:6 in Plinth C.R.masonary first sort in C.M. 1:6 in superstructure. CR masonary First sort in C.M.1:6 composite masonary for pillars. Hollow Concrete Bock Masonry 100 mm thick in C.M.1:6 Hollow Concrete Bock Masonry 200 mm thick in C.M.1:6 Solid Concrete Bock Masonry in C.M.1:6 Autoclaved areated concrete block masonry in cement mortar 1:6 in foundations and plinth. Providing Autoclaved areated concrete block masonry in cement mortar 1:6 in super structure. Areated Autoclaved Cellular Block masonry in C.M. 1:6 using Fly Ash for 75 mm thick wall Providing GBP Build Fast Plus with 25 mm thick plain premoulded filler. Expansion joints for Exterior Column with 25 mm thick plain premoulded filler. Expansion joints at floor level with 25 mm thick plain premoulded filler. Expansion joints at terrace level with 25 mm thick plain premoulded filler. Expansion joints for interior columns with premoulded filler and stainless steel plate. Expansion joints for exterior columns with premoulded filler and stainless steel plate. Expansion joints at floor level with 25 mm thick plain premoulded filler and stainless steel plate.. Expansion joints at terrace level with 25 mm thick plain premoulded filler and stainless steel plate. Expansion Joints with Bituflex Close Cell Foam in double layer. Expansion Joints for Exterior Column with Bituflex Close Cell Foam in double layer. 25 mm bituminous pad for Expansion Joint in retaining/compound wall. DPC 50mm thick in M15. Bitumen over the terrace. water proofing with injection grouting . Providing cement based water proofing Removing the tar or coba and disposing off. Acrylic polymer modified cement based water proofing with two coats using Dr. Fixit. Jointless Polydee-LM for terrace waterproofing on B.B.Coba/R.C.C, Polydee-MC waterproofing inside Water Tank. Rough Shahabad Box Type Waterproofing for Basement. Rough Shahabad Box Type Waterproofing for Walls of Basement. Perforated P.V.C. Pipes of 160 mm diameter. Water based UV resistant Evercrete Tope Seal sealant etc complete. Water based Evercrete Deep Penetrating Sealer (DPS). Water proofing to sloping RCC slab with bitumen felts. Waterproofing in W.C. and bath with Brick Bat Coba. Internal cement plaster 6 mm thick in C.M. 1:4 Internal cement plaster 6mm thick in C.M. 1:4 with neeru finish Internal cement plaster 6 mm thick in C.M. 1:3 Internal cement plaster 6mm thick in C.M. 1:3 with neeru finish Internal cement plaster 12mm thick in C.M.1:5 with neeru finish Internal cement plaster 12 mm thick in C.M. 1:4 Internal cement plaster 12mm thick in C.M.1:4 with neeru finish Internal cement plaster 12 mm thick in C.M.1:3 Internal cement plaster 12mm thick in C.M.1:3 with neeru finish Internal cement plaster 20 mm. thick in C.M. 1:5 Internal cement plaster 20mm. thick in C.M. 1:5 with neeru finish Internal cement plaster 20 mm. thick in C.M. 1:4 Internal cement plaster 20 mm. thick in C.M. 1:3 Rough cast cement plaster with base coat of 12 to 15mm thick in C.M. 1:4 and rough cast treatment complete. Rough cast cement plaster with coloured cement finish etc. completed. Neeru finish to plastered surface Flush grooved pointing with C.M.1:3 for brick work Flush grooved pointing with C.M.1:3 for stone masonry. Tuck pointing with C.M.1:3 for stone masonary . Weathered pointing with C.M.1:3 for Fine Cement Finish 1.5 mm thick over green plaster Labour charges for providing groove in plaster Providing 75 mm patti on plastered surface in c.m.1:3 Providing 100 mm patti on plastered surface in c.m.1:3 Providing 150 mm patti on plastered surface in c.m.1:3 Chicken Mesh Jali (24G) at the junction. POP Plaster 6 mm thick. Aggregate plaster in granite/ marble stones. Plaster with plaster of paris to previously plastered surface. Gypsum plaster to previously plastered surface. Texture plaster with Purlina/ Rustic texture material. Removing the existing cement plaster. Two coats (2 mm.) of wall care Putty for plastered walls/ ceiling surface. Cement patta of 2.50 cm width on Rough Shahabad Flooring 25-30 mm. thick Rough Shahabad Flooring 40-45 mm. thick. Rough Shahabad Flooring 50-60 mm. thick. Polished Shahabad Stone flooring 25 to 30 mm. thick. Polished Tandur Stone flooring 25 to 30 mm thick. Polished Kotah stone flooring 25 to 30 mm thick. Handcut polished Kotah Stone flooring 30 cm. wide. Handcut polished Kotah Stone flooring 45 to 55 cm. wide. M-15 C.C. Flooring 40 mm thick with Natural sand. M-15 C.C. Flooring 40 mm thick with M-20 C.C. Flooring 40 mm. thick with Crushed Sand. M-15 C.C. Flooring 50 mm. thick with Natural sand. M-15 C.C. Flooring 50 mm. thick with Crushed Sand. M-20 C.C. Flooring 50 mm. thick with Natural sand. M-20 C.C. Flooring 50 mm. thick with Crushed Sand. Polished Shahabad for Steps. Polished Kotah for Steps. Polished Kotah for Sills. Polished Kadappa for Sills. Marble for Sills. Ceramic Tiles 30 cm x 30 cm x 8 mm for flooring. Ceramic Tiles 30 cm x 30 cm for Dado. Ceramic Tiles 30 cm x 45 cm for Dado. Ceramic Tiles 30 cm x 60 cm for Dado. Mirror Polishing to Kotah stone Flooring Mirror Polishing to Kota stone Skirting. M-20 Tremix Treatment 100 mm thick. M-30 Tremix Treatment 200 mm thick. Partition of One side Polished Black Kadappa. Partition with Both side Polished Black Kadappa. Partition with Both side polished Grannite. Partition with One side polished Grannite. Kitchen Otta with One Side Polished Kadappa. P.V.C.Flooring Vitrified Tiles with Mirror / Glossy Finish for Flooring. Vitrified Tiles with Mirror / Glossy Finish for Skirting. Vitrified Tiles with Matt Finish for Flooring. Vitrified Tiles with Matt Finish for Skirting. Vitrified Tiles with Rustic Matt Stone Finish for Flooring. Vitrified Tiles with with Rustic Matt Stone Finish for Skirting. Green Marble for Door/window Boxing. Gray Paving Blocks 60 mm thick. Gyay Paving Blocks 80 mm thick. Coloured Paving Blocks 60 mm thick. Coloured Paving Blocks 80 mm thick. Rubber Mould Glossy Paving Blocks of mm. thick using 100% crushed sand. Rubber Mould Glossy Paving Blocks of mm. thick using 100% crushed sand. Gray Paving Blocks 40 mm thick. Leather Finish Polishing to Granite. Leather Finish Polishing to Kotah/marble/shahabad/kadappa stone slab. Vitrified mirror/ glossy finish tiles on existing flooring with chemical bonding. VITRIFIED MATT FINISH tiles on a existing flooring with chemical bonding VITRIFIED STONE EFFECT FINISH tiles on a existing flooring with chemical bonding . Vitrified RUSTIC MATT STONE Chequered tiles of size 30 cm x 30 cm for flooring. Antiskid Ceramic tiles of size 30 cm x 30 cm for antiskid flooring. Granite stone of 18 to 20 mm thick for door frame/dado/window boxing etc. Polished Kotah stone flooring with plain/ diamond pattern with Mirror Polishing. Exterior grade Fibre Reinforced Heavy Duty Designer cement concrete tiles for Flooring. Exterior grade Fibre Reinforced Heavy Duty Designer cement concrete tiles for Steps and Dado. Machine polishing to cement/ marble mosaic tiled flooring. Hand polishing to dado, skirting. Wax polishing to floors and dado. Skirting or Dado of polished Kotah Stone. French Polishing on previously polished wood. French Polishing to New Wood. Varnish in one coat on previously varnished wood work. Varnish in two coats on new wood work. Malamine polish to wood work by spray machine. Applying coal tar in one coat on previously coal tarred wood surface. Applying coal tar in two coats on new wood surface. Two coats of oil paint to new wood work. One coat of oil paint to old wood work. Two coats of oil paint to old wood work. Two coats of oil paint to new structural steel work. One coat of aluminium paint to new structural steel work. Two coats of aluminium paint to new structural steel work. Two coats of synthetic enamel paint to Two coats of flat oil paint to the old structural steel work. One coat of flat oil paint to plastered surfaces. Two coats of exterior quality flat oil paint plastered surfaces. Two coats of flat oil paint plastered surfaces. Two coats of water proof cement paint to the plastered surface. Two coats of water proof cement paint to the old plastered surface. Three coats of water proof cement paint to the new plastered surface. Three coats of water proof cement paint to the old plastered surface. Removing old paint from metal surfaces. Priming coat over new wood based surfaces. One coat of seal cement primer. Pearl / Luster finish Paint to the existing plastered surface. Two coats of textured synthetic paint . Two coats of Exterior Acraylic Emulsion Paint. Two coats of exterior white weathershield paint . Providing and applying external raincoat painting. White-wash in one coat. White-wash in two coats . Colour-wash in one coat to new surface including White Wash. Colour-wash in two coats to new surface. Colour-wash in two coats to new surface including White Wash. Colour wash in one coat on old surfaces excluding White Wash. Colour wash in one coat on old surfaces including White Wash. Colour wash in two coats on old surfaces excluding White Wash. Colour wash in two coats on old Washable powder distemper in one coat including Primer Coat. Washable powder distemper in two coats. Washable powder distemper in two coats including Primer Coat. Washable oil-bound distemper in one coat . Washable oil-bound distemper in one coat including Primer Coat. Washable oil bound distemper in two coats. Washable oil bound distemper in two Plastic Emulsion Paint in two coats including Primer Coat. Plastic Emulsion Paint in three coats. Plastic emulsion paint to new surface in three coats. Cleaning of decorated wall surfaces. Providing and applying Plastic Emulsion Paint. Interior wall finish Luster of Asian/ Berger/ Nerolac/ Dulux Paints on internal wall surface. Royale Luxury Emulsion of Asian/ Berger/ Nerolac/ Dulux Paints on internal wall surface. teak wood planking 25 mm thick for flooring. teak wood planking 50 mm thick. teak wood joists and girders. Jungle wood of joists and girders. teak wood plank ceiling 20 mm thick teak wood beam/king post/queen post teak wood hand rail of 60 X 70 mm Country teak wood two way trellis work. Fixing hard wood two way trellis work. Teak plywood veneer lining 4 mm. Teak plywood veneer lining 4 mm. Teak plywood veneer lining 4 mm. teak wood eaves boards. Jungle wood eaves board. Teak Wood eaves plate. Country teak wood barge board. Jungle wood of barge board. Shutter to wall cupboard with Teak particle board. Shutter to wall cupboard consisting of Providing and fixing 3.5 to 4 mm thick Veneer finish wall Panaling. Manglore tiled roofing with class AA tiles and T.W.battens. Manglore tiled roofing with class AA tiles and country T.W.battens. Manglore tile ridge and hip tiles of class AA. Corrugated G.I.sheets of 0.63mm thickness. plain zinc sheeting of 0.80 mm thick Asbestos Cement Semi Corrugated (Big size) sheet roofing. Valley gutter 22 B.W.G. of 120 cm wide. Valley gutter 22 B.W.G. of 90 cm wide. Valley gutter 24 B.W.G. of 120cm wide. Glass tiles of Manglore type. Mangalore pattern cowl. False Ceiling of plain A.C. sheets 4mm thick. False Ceiling with aluminium sections. False Ceiling of T.W.Particle Board. False Ceiling of boards of plaster of paris. False Ceiling of 12 mm thick Accoustic Boards. False Ceiling of 15 mm thick Accoustic Boards. False Ceiling of T.W. partical board. False Ceiling of Laminated Boards. Two coats of Bitumen to roof. Resetting Mangaore tiles . Removing the tiles, battens, ,purlins,rafters and ridges etc. from roof. Removing G.I or A.C.sheet roofing including purlines, principal rafters etc.. Removing roof truss. Removing R. S. girders . T.W.battens 50 mm. x 25 mm for mangalore tile roof work. T.W.battens 25 mm. x 12 mm for Mild steel bar for anchor. Manglore tile roofing on sloping slab Providing and fixing colour coated Zincalum sheets for roofing. Providing and fixing of colour coated Zincaluminium sheets for roofing 600 mm girth (Surface Width). Providing and fixing of colour coated Zincaluminium sheets for roofing 900 mm girth (Surface Width). Providing and fixing UPVC Roof made up of 3 layers roofing material etc.complete PVC coloured Ridge tiles over UPVC False ceiling with light-weight calcium silicate tiles of spintone surface texture. Self supporting steel roofing system Proflex) for a span of 15.30 metre for Godown. Self supporting steel roofing system Proflex) for a span of 21.30 metre for Godown. Self supporting steel roofing system Proflex) for a span of 25.00 metre for Godown. Self supporting steel roofing system Proflex) for a span of 28.75 metre for Godown. Acoustical Suspended Ceiling System with ultima edge tiles. Acoustical Suspended Ceiling System G.I. Plain Metal Ceiling Acoustical Suspended Ceiling System with Dune edge tiles. Acoustical Suspended Ceiling System with Fine Fissured edge tiles. Gypsum board false ceiling with 12.5 milimetre thick Gypsum boards. Providing and fixing Modular false ceiling. Providing and fixing self supporting steel roofing system (Proflex) for a Godown made up of structural grade steel sheet of 912 mm width. C.C.T.W. Door frame. C.C.T.W. Fully Glazed openable Fanlight. C.C.T.W. fully pannelled door shutters. C.C.T.W. Single leaf pannelled shutter 25 mm thick without fanlight. C.C.T.W. Single leaf pannelled shutter 35 mm thick without fanlight. Double Leaf Panalled Door with glazed openable fanlight Shutter C.C.T.W. panelled shutters without ventilator 35 mm style &25 mm panels. Flush Door shutter in single leaf (Exterior Grade) Flush Door shutter in single leaf without ventilator. C.C.T.W.single leaf door shutter with welded mesh. Factory made single leaf Panelled C.C.T.W.Door Shutter. C.C.T.W.panelled shutters 35 mm style &19 mm panels. Fully glazed double leaf C.C.T.W. window shutter with openable fanlight. C.C.T.W. window with double leaf half glazed and half panelled shutter. C.C.T.W. windows with double leaf 25 mm thick planked shutter without ventilators. C.C.T.W.windows with double leaf 25 mm thick panelled shutter. Steel Window without ventilators with glass panels. Steel windows with C. R. C. sheet . Factory made box type steel window with glazed fanlight. Factory made box type fully glazed window Rolling Shutter without mechanical gear. Rolling Shutter with mechanical gear. Collapsible Steel Gate Partition of welded mesh of 3mmdiameter. wires 50mm x 25mm size mesh. Providing and fixing sheet glasss of 24 oz. for all size including putty. Steel ventilator fully glazed partly fixed with guard bars. M. S. grill door 24 Kg/sqm. T. W. bedding of size 40 mm x 20 mm. Steel frame of angle 50 x 50 x 6 mm size for window. Steel frame of angle 40 x 40 x 5 mm size for window. Steel Frame door of angle 50 x 50 x 6 mm. Steel Frame door of angle 40 x 40 x 5mm aluminium sliding window of two tracks with colour anodising and with box. aluminium sliding window of two tracks with powder coating with box. aluminium sliding window of two tracks with powder coating without box. aluminium sliding window of three tracks with colour anodising and with box. aluminium sliding window of three tracks with colour anodising and without box. aluminium sliding window of three tracks With powder coating with box. aluminium sliding window of three tracks with powder coating without box. Colour Anodized Aluminium four track sliding windows with outer frame. Powder Coated Aluminium four track sliding windows with outer frame. 34 mm. thick moulded door shutter. Cold Rolled Steel Hollow Door Frame. Aluminium openable window Without Powder Coating. Colour Anodized Aluminium openable window. Powder Coated Aluminium openable window. Colour Anodized Fully Glazed Aluminium Fixed Window. Fully Glazed Aluminium Fixed Window With Powder Coating. Providing and fixing in position Colour anodized Aluminium fixed window fully glazed. Aluminium partly Fixed Window Without Powder Coating. Aluminium partly Fixed Window With Powder Coating. M-40 Pull Cast concrete frame 60 mm 100 mm M-40 Pull Cast concrete frame 60 mm x 125 mm Fibre Glass reinforced polyster door shutter 30 mm. thick. Fibre Glass reinforced polyster door shutter 35 mm thick. Acrylic plastic sheet panels 2.00 mm thick Acrylic plastic sheet panels 3.00 mm thick Double shuttered aluminium extruded powder coated openable door. Single shuttered aluminium extruded powder coated openable door with hydraulic floor spring. Single shuttered aluminium extruded powder coated openable door with bijagiri. Mild Steel square pipe framed steel window. Powder coated Aluminium Louvered Windows/ Ventilator. Partitions of C.C.T.W. frame with ply and veneers on both side. Partitions of teakwood frame partly glazed and partly veneered. Welded Mesh to teakwood frame partly veneers and partly veneered. Anodised extruded Aluminum partions with lamination both side. Fly proof mesh shutter to ventilator/window using CCTW. Coloured Anodising treatment to Aluminium sections. Aluminium Grill diamond mesh type. Mild steel fixed staggered (Z Type) Ventilator ,with stainless steel mosquito net. Anodised Aluminium fixed staggered (Z Type) Ventilator with mosquito net and float glass. Welded mesh of 11 gauge including M.S. Angle frame with oil painting 3 coats. 32 mm thick one piece single moulded puff ABSTRONE BUTADYNE STYRINE (ABS) Door shutter for 30 mm thick PVC FLUSH L DOOR SHUTTER Partition with 4 mm. thick Veneer on one side and 4 mm. ply the other side with teak wood frame. Partitions with 12 mm. thick pressed teakwood particle board. Partitions with 12 mm. thick pressed teakwood board and veneer. Partition with 12 mm. thick three layered flat pressed veneer teak wood partical board. C.C.T.W. brackets for weather sheds of section 70 x 45 mm. 22 gauge G.I. sheet on top of weather shed. 22 gauge F.R.P. sheet on top of weather shed. C.C.T.W. Runner 150 x 75 mm. over partition. C.C.T.W. cover moulding 45 x 20 mm. over doors and windows. Providing and fixing decorative aluminium grill. Solid Core Flush Door Shutter in Double Leaf 32 mm thick. Country Teak Wood Four Leaf Paneled Shutters. Mild steel grill 20 kg/sq.m Mild steel grill 15 kg/sq.m Mild steel grill Railing 20 kg/sq.m Mild steel grill Railing for staircase 15 kg/sq.m Providing and erecting Y type barbed wire fencing. Stainless steel hand railing 40 mm diameter and 1.5 mm thick. Stainless steel railing with supports M.S. Grill 20 kg / sqm. with PVC Handrail. Cast iron pipes of `B class of 80mm diameter . Cast iron pipes of `B class of 100 mm diameter . Cast iron pipes of `B class of 150 mm diameter . Lead joints for 80mm diameter.C.I.pipe. Lead joints for 100mm diameter.C.I.pipe. Lead joints for 150mm diameter.C.I.pipe. Flanged connection for the 80mm diameter.C.I.pipe line . Flanged connection for the 100mm diameter.C.I.pipe line . Flanged connection for the 150mm diameter.C.I.pipe line . 15 mm.Dia. heavy grade ISI Mark 25 mm.Dia. heavy grade ISI Mark G.I.pipes. 32 mm.Dia. heavy grade ISI Mark G.I.pipes. 40 mm.Dia. heavy grade ISI Mark G.I.pipes. 50 mm.Dia. heavy grade ISI Mark G.I.pipes. 80 mm.Dia. heavy grade ISI Mark G.I.pipes. 100 mm.Dia. heavy grade ISI Mark G.I.pipes. 15 mm diameter medium grade ISI Mark G.I.pipes. 20 mm diameter medium grade ISI Mark G.I.pipes. 25 mm diameter medium grade ISI Mark G.I.pipes. 32 mm diameter medium grade ISI Mark G.I.pipes. 80 mm diameter medium grade ISI Mark G.I.pipes. 100 mm diameter medium grade ISI Mark G.I.pipes. 15 mm diameter Water Meter. 20 mm diameter Water Meter. 25 mm diameter Water Meter. 40 mm diameter Water Meter. 50 mm diameter Water Meter. 80 mm diameter Water Meter. 100 mm diameter Water Meter. 15mm diameter. screw down bib / stop Tap of Brass. 15mm diameter. wheeled stop Tap of Brass 20mm diameter. wheeled stop Tap of Brass 25mm diameter. wheeled stop Tap of Brass 32mm diameter. wheeled stop Tap of Brass 40 mm diameter. wheeled stop Tap of Brass 50 mm diameter. wheeled stop Tap of Brass 65 mm diameter. wheeled stop Tap of Brass 80mm diameter. wheeled stop Tap of Brass 100 mm diameter chromium plated brass showers rose to 15mm diameter.pipe. 15 mm dia. Concussion push button type Self-closing tap 20 mm dia. symet type push cock. 45 cm. wide steel ladder . White Glazed Earthenware full stall type Urinal . White Glazed Earthenware Ladies Urinal . Coloured glazed earthenware full stall type Urinal. white glazed earthenware lipped flat back/corner type Urinal . Coloured glazed earthenware lipped flat back/corner type urinal. 100 mm diameter half round white glazed earthenware pipes. White glazed earthenware Wash Hand Basin of 55 cm x 40 cm size. White glazed earthenware Wash Hand Basin of 45cm.x 30 cm. size. Coloured glazed earthenware Wash Hand Basin of 45cm.x 30cm.size. White glazed earthenware Wash Hand Basin of 55 cm.x 40 cm. size with chromium plate bottle trap. White glazed earthenware Wash Hand Basin of 63 cm.x 45 cm. size with chromium plate bottle trap. Coloured glazed earthenware Wash Hand Basin of 55 cm.x 40 cm. size with chromium plate bottle trap. Coloured glazed earthenware Wash Hand Basin of 63 cm.x 45 cm. size. White glazed earthenware Sink 600 mm x 200 mm x 450mm. White glazed earthenware Sink 450 mm x 200 mm x 300mm. Autoclosing pillar cock Jaguar make Granite kitchen platform with stainless steel sink 600 mm x 450 mm size. C.I.Nahani Trap 8 cm . 15 cm x 10 cm salt glazed stoneware gully trap. 100 mm diameter salt glazed stoneware pipe . 150 mm diameter salt glazed stoneware pipe . 225 mm dia. half round salt glazed stoneware pipe. N.P. Class 100 mm dia. pipe. NP. Class 150 mm diameter. pipe. NP. Class 225 mm dia. pipe. NP. Class 300 mm dia. pipe. Brick Masonry Inspection Chamber 60 cm x 45 cm and 90 cm with C.I.lead. Brick Masonry Inspection Chamber 90cm x 45cm and 90cm with C.I.lead. Brick Masonry Inspection Chamber 90 cm x 45 cm with C. I. lid cover. Brick Masonry Inspection Trap Chamber 90 cm x 45 cm with R.C.C. cover Brick Masonry Inspection Chamber 60 cm x 45 cm with R.C.C. raft in B.C. soil Brick Masonry Inspection Chamber 90 cm x 45 cm with R.C.C. raft in B.C. soil Hume pipe Septic Tank 900 mm dia. Providing soak pit . Belgium Mirror with towel rod. P.V.C. pipe of 15 mm. dia. P.V.C. pipe of 20 mm. dia. P.V.C. pipe of 25 mm. dia. P.V.C. pipe of 50 mm. dia. P.V.C. pipe of 75 mm. dia. P.V.C. pipe of 110 mm. dia. Partition with kadappa stone. Orissa type white glazed 575 mm W.C. Pan Chromium plated towal rod. Half turn 25 mm diameter flushing cock. 1st class white glazed Orisa Type W.C. Pan 580mm diameter. European type white glazed closet . Orisa Type coloured W.C. Pan 625x450 mm. Cleaning water tank upto 2000 ltr. Cleaning water tank 2001-5000 ltr. Cleaning water tank 5001-7000 ltr. Cleaning water tank 7001-10000 ltr. Cleaning water tank 10001-15000 ltr. Cleaning water tank 15001-20000 ltr. Cleaning water tank 20001-30000 ltr. Cleaning water tank 30001-40000 ltr. Cleaning water tank 40001-50000 ltr. Cleaning water tank 50001 to 1 Lakh ltr. Cleaning water tank 7 Lakh to 12 Lakh ltr. 75 mm diameter P.V.C. soil vent / waste pipe . 100 mm diameter P.V.C. soil vent/ waste pipe . H.D.P. Container of Capacity 200 to 1000 litre. H.D.P. Container of Capacity 1000 to 20000 litre. 15 mm. dia. CPVC pipe on wall. 20 mm. dia. CPVC pipe on wall. 25 mm. dia. CPVC pipe on wall. 32 mm. dia. CPVC pipe on wall. 40 mm. dia. CPVC pipe on wall. 20mm diameter. CPVC pipe in trenches. 25mm diameter. CPVC pipe in trenches. 32mm diameter. CPVC pipe in trenches. 40mm diameter. CPVC pipe in trenches. 50mm diameter. CPVC pipe in trenches. 10 cm PVC Nahani Trap. Heavy duty R.C.C. cover of size 90 cm x 45 cm. Medium duty R.C.C. cover of size 90 cm x 45 cm. Heavy duty R.C.C. cover of size 60 cm x 45 cm. Medium duty R.C.C. cover of size 60 cm x 45 cm. Heavy duty R.C.C. cover of size 60 cm x 45 cm. Medium duty R.C.C. cover of size 60 cm x 45 cm. Ferrule connection of 25mm diameter. to water main. Ferrule connection of 32mm diameter. to water main. Ferrule connection of 40 mm diameter. to water main. Ferrule connection of 50 mm diameter. to water main. Stainless steel sink of size 600 x 510 x 200 mm. C.P. Angular stop cock. C.P.Two way BIB cock jacquar make. C.P. wall mixer for overhead shower. C.P. pillar cock with aerator jaquar make. C.P. BIB cock with wall flange jaquar make. European type wall hung white water closet with push valve. 110 mm diameter PVC Rain Water pipe. Oval Type Under Counter Wash Hand Basin of 16 x 22 size. Providing and fixing on Walls/ Ceiling/ Floor 15 mm dia. uPVC pipe. Providing and fixing on Walls/ Ceiling/ Floor 20 mm dia. uPVC pipe. Providing and fixing on Walls/ Ceiling/ Floor 25 mm dia. uPVC pipe. Providing and fixing on Walls/ Ceiling/ Floor 32 mm dia. uPVC pipe. Providing and fixing on Walls/ Ceiling/ Floor 40 mm dia. uPVC pipe. Providing and fixing on Walls/ Ceiling/ Floor 50 mm dia. uPVC pipe. Providing and laying 15 mm dai. uPVC pipe in trenches. Providing and laying 32 mm dai. uPVC pipe in trenches. Providing and laying 40 mm dai. uPVC pipe in trenches. Providing and laying 50 mm dai. uPVC pipe in trenches. 15 mm. dia. medium grade G.I. Pipes with filling trenches. 20 mm. dia. medium grade G.I. Pipes with filling trenches. 25 mm. dia. medium grade G.I. Pipes with filling trenches. 32 mm. dia. medium grade G.I. Pipes with filling trenches. 40 mm. dia. medium grade G.I. Pipes with filling trenches. 80 mm. dia. medium grade G.I. Pipes with filling trenches. 100 mm. dia. medium grade G.I. Pipes with filling trenches. 15 mm. dia. Heavy Grade G.I.Pipes with filling trenches. 20 mm. dia. Heavy Grade G.I.Pipes with filling trenches. 25 mm. dia. Heavy Grade G.I.Pipes with filling trenches. 32 mm. dia. Heavy Grade G.I.Pipes with filling trenches. 40 mm. dia. Heavy Grade G.I.Pipes 80 mm. dia. Heavy Grade G.I.Pipes with filling trenches. 100 mm. dia. Heavy Grade G.I.Pipes with filling trenches. PVC Nahani Trap 8 cm. PVC Nahani Trap 15 cm. European type white glazed W.C.Pan with 10 litre flushing cistern. European type white glazed W.C.Pan without flushing cistern. European type Colour glazed W.C.Pan Anglo Indian type type white glazed W.C.Pan with flushing cistern. Providing and fixing high level 10 litre flushing cistern UPVC 110 mm cowl dome. Glass shelf 125 mm wide and 600 mm long. 250 mm dia. PVC. Inspection chamber. 450 mm dia. PVC. Inspection chamber. 600 mm dia. PVC. Inspection chamber. Eco- drain 160 mm SN 8 Nu-Drain Upvc pipes Eco- drain 200 mm SN 8 Nu-Drain Upvc pipes Eco- drain 250 mm SN 8 Nu-Drain Upvc pipes Eco- drain 315 mm SN 8 Nu-Drain Upvc pipes 15 mm dia. PVC Aqua kraft type Super bib tap. 15 mm dia. PVC Aqua kraft type Super Two Way bib tap. 15 mm dia. PVC Aqua kraft type push 15 mm dia. PVC Aqua kraft type super jet spray. 15 mm dia. PVC Aqua kraft type super right angle stop tap. 15 mm dia. PVC Aqua kraft type super Pillar tap. Providing and fixing 75 mm dia. Cast Iron Waste Water Pipe. Providing and fixing 100 mm dia. Cast Iron Soil Pipe. Wall Mounted European type white glazed earthenware water closet pan. Guniting to ceiling/soffit in Guniting to ceiling/soffit in C.M.1:3,40mm thick. Guniting to ceiling/soffit in C.M.1:3,50mm thick. Guniting to beams in C.M.1:3, 20mm thick. Guniting to beams in C.M.1:3, 25mm thick. Guniting to vertical surface in C.M.1:3, 20mm thick. Guniting to vertical surface in C.M.1:3, 25mm thick. Barbed wire Fencing 1.5 m high in 7 Rows on M.S. Angle. M.S.Grill gate with frame. Marble Year Plate.90 cm. x 60 cm. Granite year plate 90 cm. x 60 cm. Grass chhapper (roof) with bamboos 50 mm to 75 mm diameter . Grass chhapper (roof) with bamboos 25 mm diameter . Bamboo Matting screen for partition. Providing and fixing lightening conductor system. Copper strip 25 mm wide and 3 mm thick for lightening conductor. aluminium strips of size 50 mm x 3 mm.for nosing the steps. Crimped wire G.I. mesh of size 20mm x 20mm 10 guage to iron angle frame. Welded mesh fabric for guniting of mesh size 75 mm x 75 mm. Welded mesh fabric for guniting of mesh size 75 mm x 75 mm. Removing double country tiled roof . Removing King Post truss. Removing other type truss below 5 M.span. Dismantling flat wooden or A.C. sheet ceiling. Removing cloth ceiling. Dismantling brick masonry in Mud . Dismantling brick masonry in lime or cement mortar. Dismantling stone masonry in mud. Dismantling stone masonry in lime or cement mortar. Removing lime or lean cement concrete. Removing rich mix cement concrete. Removing ventilators and small windows with frame. Removing wooden or A.C. partition. Removing teak wood trellies work. Removing cement tiles, or marble. Dismantling wooden floor. Removing mud plaster. Removing wire fencing with wooden post. Removing wire fencing with iron/C.C.fencing posts. Removing iron pipe railing. Removing earthen/ stoneware pipes. Removing Np-2 and Np-3 class pipes Upto 900 milimetre diameter Removing Np-2 and Np-3 class pipes 900 milimetre diameter and above. Removing single country tiled roof. Removing battens from roof. Removing matting from roof. Removing purlins from roof. Removing rafters from roof. Removing cloth partition. Jute Kanthan (Tarat) screen to the scaffolding for external guniting. Chain link Fencing 1.6 M. height. Double scaffolding system (cup lock type) on the exterior side of Building. Removing entire Manglore tiled roof. Barbed wire Fencing 1.5 m high in 7 Rows on M.S. Angle. Barbed wire Fencing 1.5 m high in 7 Rows on Precast Poles. Replacement of damaged alluminium Butt Hinges of 125 mm. Replacement of damaged Mortise Lock Replacement of damaged Aldrop 300 mm Chromium plated. Replacement of damaged Aldrop 300 mm Iron Oxidised Replacement of damaged Tower Bolt 300 mm Chromium plated Replacement of damaged Alluminium Handle 125 mm Manualy clearing the chockes from under ground drainage line. Manualy clearing by removeing the chockes from Nahni Trap, Gully Trap, Wash basin unit, Sink and WC Filling tiles joint portion of flooring and dado filling with white cement Providing and fixing 6 mm thick commercial plywood with jungle wood frame work Removal of plants/ ficus grown by pulling out root system embedded in masnory Lowering down the debris obtained from breaking Applying chemical for cleaning the exposed steel structure, TMT bars, etc. Providing and grouting the holes by Poly Ceramic Cementitious i.e NicGrout. applying high abrasive resistant, UV resistant, PICC repair mortar for water proofing on concrete surface. PICC Coating for Concrete Bridge Repair work. Removal of root inside the bridge with special chemical Steripure MBT 20. Cementitious PICC repair mortar on Concrete Road. Applying Poly Ironite Ceramic Cementitious PICC as Repair mortar and Kelox on Concrete Road. Applying PICC coating mortar on existing GSB. Applying PICC for masonry joint filling. Providing and Applying DuraClean - WR- and apply of DuraCap 2 coats corrosion preventive coat on TMT bars. Applying PICC on prepared Concrete/ Bitumen surface pot holes. Applying PICC and Kelox epoxy bond coat on pot holes. Providing 30 mm thick Ceremic Polymer Microconcrete. Applying Kelox R 101 (Resin) + Kelox H 404 (Hardner) for bonding old concrete to new mortar. Corrosion protection of unexposed old reinforcement by corrosion inhibiting caplets like Powrthrow drilling 20-22 mm diameter holes into the concrete at a depth of 30-40 mm. Corrosion protection of unexposed old reinforcement by corrosion inhibiting caplets like Powrthrow drilling 20 mm diameter holes into the concrete at a depth of 25 mm. Elastomeric, Anti carbonation, Anti corrosive, UV resistant, Solvent props of required hight up to 14 feet. Breaking/chipping carefully the loose concrete/ plaster of distressed member. External safety net of opening 75 x 75 in addition vertical fisher net arrestar to prevent debris falling while execution of work. Encasement to Columns & Beams by placing 75 to 100 mm thick free flow high strength micro concrete. Surface preparation of concrete surface by chipping out loose concrete upto rusted bar. Providing and constructing non load bearing wall with Horizontally perforated clay hollow blocks. Providing and constructing non load bearing wall with 150 milimetre Horizontally perforated clay hollow blocks Providing and constructing non load bearing wall with 100 milimetre Horizontally perforated clay hollow blocks. Providing and laying 18 milimetre thick ADONI BROWN LEATHER FINISH stone for flooring. Providing and laying 18 milimetre thick ADONI BROWN LEATHER FINISH stone for Skirting. Factory made coloured chamfered edge Cement concrete grass paver blocks. Bamboowood 14 milimetre thick tile flooring with plywood. Bamboowood 14 milimetre thick tile flooring with with 2 milimetre underlay as sound abrobing and moisture barrier. Bamboowood 14 milimetre thick wall Skirting. low VOC emulsion paint. Providing and applying 2 Coats of 100 percent Pure acrylic low VOC water based paint. Providing and applying impression 24 carrat Luxury paint. Providing and applying antipeel Heat Reflective Paint. Providing and applying top coat exterior paint to terrace. Providing & laying water proof treatment of terrace slab with B.B. Coba. Providing and applying two coats of High Albedo paint having minimum Solar Reflective Index (SRI) 108 . Bamboowood paneling for doors of 25 to 40 milimetre thick. Bamboowood paneled or paneled and glazed Shutters of Doors. Providing and fixing in position U.P.V.C.(Unplasticized Poly Vinyl Chloride) slider frame, 5 milimetre thick toughened double glass. Sliding Window- 3 Track (2 Glass shutter + 1 flymesh) of approved make with DGU. Providing & fixing of Casement fixed window. Providing and fixing sink cock with regular swinging spout. Providing and fixing sink cock with regular swinging spout (Wall Mounted Model). Providing and fixing C.P. 2 Way BIB cock with wall flange. Providing and fixing C.P. BIB cock with wall flange. Providing and fixing Hand shower (health faucet). Providing and fixing white european Providing and fixing Oval Type Under Counter Wash Hand Basin. Providing and fixing Table top white wash basin. Providing and fixing white Opal series European type wall-hung. Providing and fixing Orissa Pan of size 580x445x260 milimetre. Providing and fixing C.P. a 2-Way BIB cock with wall flange. Providing and fixing white wash basin with half pedestal. Providing and fixing white european type wall-hung pan. Providing and fixing Orissa type white glazed earthenware water closet pan of size 260 milimetre x 440 milimetre x 580 milimetre. Providing and fixing white glazed urinal of size 710x460x300 milimetre. Providing and fixing of approved make white aquafree Waterless Urinal. Providing and fixing wall-hung white wash basin of size 470x575x190 milimetre. RWH - Shallow Percolation Pit. RWH - Recharge Pit. Boring/drilling bore well of 300 milimetre dia for casing/ strainer pipe. Supplying, assembling, lowering and fixing in vertical position in bore well. Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well screen pipes. Supplying, filling, spreading & leveling stone boulders of size range 5cm to 20cm in recharge pit. wool/asbestos fibre. Heat insulation by wrapping the pipes with glass wool/asbestos fibre rope or tape/videoflex 25 milimetre Heat insulation tape/videoflex 15 milimetre. Providing & fixing 40 milimetre thick CoolMortar for insulation. Bamboowood 10 milimetre thick Wall Cladding. Bamboowood 10 milimetre thick Wall Cladding for Accoustic purpose. Geofabric Filter Layer of Geotextile of Polypropylene. Filter layer of polythene bags, filled with sand obtained from excavation of foundation. Filter layer of polythene bags, filled with 50% Sand obtained from excavation + 50% crushed sand. Filter layer of polythene bags, filled with crushed sand (upto 5 mm) brought by Contractor. Laying trap stones upto 20 kilogram for Filter / Core layer. Laying laterite stones upto 20 kilogram for Filter / Core layer. Trap stone weighing 20 to 50 kilogram for Core/ Sub armour layer. Laterite stone weighing 20 to 50 kilogram for Core / Sub armour layer. Trap / laterite stones by rearrangement of stones displaced from existing protection bund weighing upto 50 kilogram for Core / Sub armour layer. Trap stone weighing 50 to 100 kilogram for Core / Sub armour/ Armour layer. Aterite stone weighing 50 to 100 kilogram for Core / Sub armour/ Armour layer. Trap stones by rearrangement of stones Laying of trap stones weighing 200 to 300 kg. Trap stones weighing 300 to 500 kg. for Sub armour/ Apron/ Armour layer. Laying of trap stones weighing 300 to 500 kg. Trap stones weighing 500 to 1000 Kg.for Apron / Armour layer Laying of trap stones weighing 500 to 1000 kg. Trap stones weighing above 1000 Kg.for Apron / Armour layer. Laying of trap stones weighing above 1000 kg. for Apron/ Armour layer. G.I. wire Gabions of size 1.00 x 1.00 x 1.00 M. coated with Zinc+PVC. G.I. wire Gabions of size-1.50 x 1.00 x 1.00 M. coated with Zinc+PVC. G.I. wire Gabions of size-2.00 x 1.00 x 1.00 M coated with Zinc+PVC. G.I. wire Gabions of size-3.00 x 1.00 x 1.00 M coated with Zinc+PVC. G.I. wire Gabions of size- 4.00 x 1.00 x 1.00 M coated with Zinc+PVC. Box type flexible gabions of size 1.00 x 1.00 x 1.00 M and rope of 10 mm Ø polypropylene material. Box type flexible gabions of 1.50 x 1.00 x 1.00 M size and rope of 10 mm Ø polypropylene material. Box type flexible gabions of size – 3.00 x 1.00 x 1.00 M and rope of 10 mm Ø polypropylene material. Box type flexible gabions of size – 3.00 x 1.00 x 1.00 M and rope of 10 mm Ø polypropylene material. Precast tetrapods/ blocks of plain cement concrete of M-30 grade, weighing 2000 kg. Precast tetrapods/ blocks of plain for foundation of retaining walls and jetty. Stainless steel bollard of steel pipe 1.00 metre long of 250 mm inner dia. Stainless steel mooring ring in cement concrete on deck of jetty. Fenders made from used tyres. 100% PP Staple fibre Non woven Geobags filled with locally available sand. 100% PP Staple fibre Non woven Geo bags filled with locally available sand. Segment of diametre 3.00 M UV Resistance Geotextile tubes. Segment of diametre 1.50 M UV Resistance Geotextile tubes. Removing sub-marine rock bellow low tide level from navigation channel. Supplying and laying 100% PP Staple fibre Woven Geobags 1.00 x 0.70m filled with locally available sand. Supplying and laying 100% PP Staple fibre Woven Geobags 2.00 x 1.50 m filled with locally available sand. Removing sand bellow low tide level to the specified section from navigation channel. Waterproofing Treatment to existing Terrace by using Polymeric cementitious membrane. Waterproofing Treatment to existing Toilet and bathrooms by using Polymeric cementitious membrane. Filling the cracks of deck surface of the bridge by Flexiroof PU. Filling the cracks of R.C.C. roof slab surface by Flexiroof PU. Filling the cracks of R.C.C. roof slab cum plasticizer in concrete. Bonding coat of using Hack Aid Plast between concrete members. Waterproof heat insulating breathable decorative external coating. Door/ Window frames 75x50 of required colour made with wood Polymer composite (WPC). Door/ Window frames 100x50 of required colour made with wood Polymer composite (WPC). Door/ Window frames 125x50 of required colour made with wood Polymer composite (WPC). Door/ Window frames 120x50 of required colour made with wood Polymer composite (WPC). Rectified Porcelain Stoneware Tiles for Ventilated Facades. 20 mm Rock/ Stone Finished outdoor vitrified flooring Tiles. 16 mm Rock/ Stone Finished outdoor vitrified flooring Tiles. 12 mm Rock/ Stone Finished outdoor vitrified flooring Tiles. Vitrifid Steptiles Ready to install Treads and Risers 16 mm thick. Vitrifid Steptiles Ready to install Treads and Risers 12 mm thick. Rock/ Stone Finished Full Body Vitrifid Ready to install Treads and Risers, 16 mm thick Wall with 200 mm Horizontally perforated THERMO clay hollow blocks. Wall with 150 mm Horizontally perforated THERMO clay hollow blocks. Dry wall cladding with clay tile. Wall with 200 mm Grinded Horizontally Perforated Clay Hollow Blocks. Wall with 150 mm Grinded Horizontally Perforated Clay Hollow Blocks. Wall with 100 mm Grinded Horizontally Perforated Clay Hollow Blocks. Maditerranean plus/ Wienberger Clay tiles on M.S. frame Work. Ductile iron manhole cover of with frame. Ductile Iron circular manhole 45 cm dia. Woven Polypropylene Geotextile TFI- 5300 Type-I. Woven Polypropylene Geotextile TFI- 3100 Type-I. Woven Polypropylene Geotextile TFI- 3200 Type-I. Needle Punched and Mechanically Bonded Non-Woven Geotextile TFI TECHGEO PR-15 Needle Punched and Mechanically Bonded Non-Woven Geotextile TFI TECHGEO PR-20 Needle Punched and Mechanically Bonded Non-Woven Geotextile TFI TECHGEO PR-30 Extruded Biaxial Geogrid TFI TechGrid GeoGrid PP2020. Extruded Biaxial Geogrid TFI TechGrid GeoGrid PP3030. Uniaxial Geogrid TFI TechGrid GeoGrid TGU-40. Uniaxial Geogrid TFI TechGrid GeoGrid TGU-60. Providing and laying Geocell TFI TechCell GeoCell-356x150. Providing and laying Geocell TFI TechCell GeoCell-660x75. Non-Woven Composite needle punched polypropylene Techfab India TFI TGC- 60. Non-Woven Composite needle punched polypropylene Techfab India TFI TGC- 90. Prefabricated Vertical Drain/ Band Drain TFI TechDrain TD-3520 U 100 mm x 4 mm. Prefabricated Vertical Drain/ Band Drain TFI TechDrain TD-5020 U 100mm x 5mm. Providing & fixing CE Marked Metal Gabions For 1 metre height. Providing & fixing CE Marked Metal Gabions For 0.50 metre height. Glassfibre GeoComposite TFI Techglass AIC-50. Glassfibre GeoComposite TFI Techglass AIC-100. Paving Fabric CE Marked Needle Punched Non-Woven Geotextile of Techfab India, TFI TechPave-C040. Providing and laying Fin Drains Drainage Composite) TFI TDC- 55130W. Reinforced Earth Wall of 1.00 to 4.00 metre height in M-35. Reinforced Earth Wall of 4.00 to 6.00 Heavy Duty Fibre Glass Reinforced LType Jersey Barrier. Heavy Duty Fibre Glass Reinforced Barrier With Interlocking provison. Heavy Duty Fibre Glass Reinforced Jersey Barrier With Interlocking provison. Heavy Duty Fibre Glass Reinforced 1.75 m height Site Safety Fence. Heavy Duty Fibre Glass Reinforced 2.00 m height Site Safety Fence. Bituminous organosilance nanotechnology for various bituminous mixes such as BM/DBM/Carpet/sealcoat/MSS/SDBC. waterproofing on top compacted sub grade with Organosilance Nano Techonology. Primer coat with bitumen emulsion mixed with Nano- Technology silance. Tack coat with bitumen emulsion mixed with Nano- Technology silance. Construction of stabilised soil base with local H.M., with 30% GSB & 2% cement using Nano- technology silane. Construction of stabilised soil base with local H.M., with 30% GSB & 3% cement using Nano- technology silane. Construction of stabilised soil base with local H.M., with 30% GSB & 4% cement using Nano- technology silane. Supplying 80 mm Metal, by breaking rubble obtained by blasting. Supplying 40 mm Metal, by breaking rubble obtained by blasting. Supplying 80 mm Metal, by breaking Boulders obtained by blasting. Supplying 40 mm Metal, by breaking Boulders obtained by blasting. Spreading 80/40 mm metal for road work. Providing and applying two coats Apex Ultima Puranature Anti-Pollution paint. Supply of ready mix compound or filling potholes & patch repairing. Providing of 60 min Fire rated Door Frame. Providing of 60 min Fire rated Door Shutters. Providing of 60 min Fire rated Door Vision Panel. Providing of Accoustic Door Frame. Providing of Accoustic Door Shutter. Providing of 120 min Fire rated Door Frame. Providing of 120 min Fire rated Door Shutters. Lead Lined Door system with 120x60 mm Hardwood Door Frame. Lead Lined Door system for Doorshutters. Providing and fixing Ductile iron Man Hole Covers. Hubless centrifugally cast iron pipes of 50 mm. dia. Hubless centrifugally cast iron pipes of 65 mm. dia. Hubless centrifugally cast iron pipes of 75 mm. dia. Hubless centrifugally cast iron pipes of Hubless centrifugally cast iron pipes of 200 mm. dia. Hubless centrifugally cast iron pipes of 250 mm. dia. Hubless centrifugally cast iron pipes of 300 mm. dia. Acoustical Panelling made from Fabric wrapped Compressed Polyester Fibre. Acoustical Panelling made from Woodwool Board. Acoustical Panelling made from Gypsum plain 12mm panels. Acoustical Panelling made from 12mm wp Ply wood. Acoustical Doors along with 150 x 150 mm Teak Wood Frame. Stage flooring Made from 18mm plywood. Acoustical Ceiling made from Gypsum Plain Panels. Acoustical Ceiling made from Compressed polyester fibre. Acoustical Ceiling made from Rigitone 8/18 perforated panels. Acoustical Panelling made from 12mm thick Agro wood strips. Fabric wrapped Compressed polyester fibre nonwoven 9mm panels above the wood wool board panelling. Partition made from 12mm thick Gypsum from both sides on 50 x 50 mm Sal-wood frame. Providing & Fixing Carpet more than 800+ gsm, made with100% stain proof Providing & fixing in position, heavy duty fully upholstered Auditorium chairs. Providing and Fixing Rollar Blinds. Providing and Fixing Vertical Blinds. Executives Table 1800Lx900Dx750HT . Pedestal Unit @ 420Lx450Dx650HT. Credestal @ 1200Lx450Lx650HT . Executive Table 2250Lx2100Dx750HT including Low Height Credestal @1200Lx450Dx650HT. Providing & Fixing of TILE BASED Aluminum partition system of 1800/1200 mm height. Providing and fixing Table of Size 1500 x 600 x 750 mm Top. Providing and fixing Table of Size 1350 x 600 x 750 mm. Providing and fixing Table of Size 1200 x 600 x 750 mm. Providing & Fixing of Library Area Table FREE STANDING TABLE @ 1350Lx750Dx 750HT. Providing & Fixing Curviliner Workstation @ 1500/1500Lx600/600Dx750HT. Conference Table @ 3600Lx1400Dx750HT. Conference Table @ 1800 x 900 x 750 mm Ht. 12 Seater Reading Table for Library @ 3600Lx1200Dx750HT. 3 DRAWER PEDESTAL UNIT @ 392L x 450D x 680Ht. mm. Low Height Openable Storage @ 900Lx450x750HT. Medium Height Steel Storage @ 825Lx300Dx1650HT. Providing & Arrangemnt of High Back Chair, Providing & Arrangemnt of High Back Chair, Providing & Arrangemnt of MId Back, Normal Syncro Mechanism. Providing & Arrangemnt of Mid Back, ECO CTS Mechanism. Providing and Fixing 3 seater Public seating chair. Double Faced Mobile Unit for Compactor 2150mmH x 2745mmW x 900mmD. Single Faced Mobile Unit for Compactor 2150mmH x 2745mmW x 457mmD. Single Faced Fixed Unit for Compactor 2150mmH x 2745mmW x 457mmD. Double Faced Mobile Unit for Compactor 2150mmH x 1830mmW x 900mmD. Single Faced Mobile Unit for Compactor 2150mmH x 1830mmW x 457mmD. Single Faced Fixed Unit for Compactor 2150mmH x 1830mmW x 457mmD. Providing and fixing 4 legged Lab stool. Alluminium foldable ladder for store. Providing & fixing Sofa Set 3+1+1. Tea Table 900mm X 750mm X 450mm for m.s. ante chamber. Single Bed @ 2025LX 1000DX 650H. Dressing Table @400LX 400DX 1800H. leaf. Providing and fixing factory made solid core flush door exterior grade in Double Leaf. Providing Silica plaster plaster externally in two coats. Providing and Fixing toilet set for differently Abled persons. Providing and fixing ISI marked double swing flush door shutters. Providing and applying blue and white coloured thermoplastic road marking paints. Design, supply, fabrication and fixing of acrylic, non glare, tactile audio pictorial building layout as per the approved size. Design, supply, fabrication and fixing acrylic multilingual Braille (raised dots) directional signboards of size 6 x 9. Floor Directories Providing and fixing acrylic multilingual Braille (raised dots)ADA compliant modular floor directories system on all floors of size1.5 x 2. Providing an ADA compliant Disability Service Desk. Providing and fixing SS-304 studs inside the building on all floors in corridors Providing and fixing SS-304 strips of size 280mm x 35mm inside the building on all floors. Providing and fixing Braille indicators for handrails. Providing and fixing stainless steel Grade 304) railing made of hollow tubes, channels, plates etc. ADA compliant modular Multilingual and tactile Emergency evacuation map of each floor indicating the current position of the viewer saying YOU Providing and fixing the transmitter of the approved brand. Providing and fixing SS Braille buttons in the elevator. Providing and fixing of high intensity reflective conspicuity tape 25 to 50 mm width, on edges of treads in staircase Providing a folding wheelchair of Pioneer Surgicals Brand. Design, supply, fabrication and fixing of SS, non glare Signage board (2 ft. x 2 ft.- 1 no.) for the accessible parking. SS, non glare multilingual Braille (raised dots) entrance signage (size 1 ft x 1 ft) as per the approved design and make,indicating the name of the building. Providing and laying in place 300mm x 300mm x 16mm cement tactile directional and warning tiles. Providing and laying in place 300 mm x 300 mm x 9.8 mm vitrified tactile warning and directional tiles. Acrylic multilingual Braille (raised dots) signboards of size 6x 9 for room titles. Polyurethane stick on tactile directional tiles and warning tiles Providing SS grab bars set for accessible toilets comprising of 4 nos. Providing and Fixing Accessible Wayfinding and navigation signage systems. Factory-made steel door of Single leaf External Embossed Wood finish. Factory-made steel door of Single leaf External Plain Wood finish type. Factory-made steel door of Single leaf External Plain Steel finish. rated door. Providing & fixing factory-made Single leaf 2 hour fire rated door. Providing & fixing factory-made Aluminum Windows of aluminum alloy. Factory-made steel windows constructed of Skin Pass Galvanized Iron Sheet. Providing and fixing panel of aluminium composite panel cladding Providing internal cement plaster 25 mm using Ready to use wall plaster in cement mortar 1:4 Providing internal cement plaster 20 mm using Ready to use wall plaster in cement mortar 1:5 Internal cement plaster 20 mm using Ready to use wall plaster in cement mortar 1:4 Internal cement plaster 20 mm using Ready to use wall plaster in cement mortar 1:3 Internal cement plaster 20 mm using Ready to use wall plaster in cement mortar 1:3 to stone masonry surfaces Internal cement plaster 12 mm using Ready to use wall plaster in cement mortar 1:5 Internal cement plaster 12 mm using Ready to use wall plaster in cement mortar 1:4 Internal cement plaster 12 mm using Ready to use wall plaster in cement mortar 1:3 Internal cement plaster 6 mm using Digester unit based on DRDO technology for 10 users. Providing and installing FRP Bio Digester unit based on DRDO technology for 15 users. Providing and installing FRP Bio Digester unit based on DRDO technology for 25 users. Providing and installing FRP Bio Digester unit based on DRDO technology for 40 users. Providing and installing FRP Bio Digester unit based on DRDO technology for 60 users. Providing and installing FRP Bio Digester unit based on DRDO technology for 80 users. Providing and installing FRP Bio Digester unit based on DRDO technology for 100 users. Providing and installing FRP Bio Digester unit based on DRDO technology for 150 users. Providing and installing FRP Bio Digester unit based on DRDO technology for 200 users. Providing and installing FRP Bio Digester unit based on DRDO technology for 300 users. Providing and laying Hyperplas V shape embossed 40 micron Aluminium foil layer water proofing. Providing and laying Hyperplas 90 micron thick High Molecular High density Polyethylene film water proofing. Providing and laying water proofing membrane with cement screed plaster 1:5. Silicon Base Water Repellent Stone Sealers in Two coats. Internal/ external 12 mm thick Ready Mix plaster using cement mortar 1:4. Internal/ external 20 mm thick Ready Mix plaster using cement mortar 1:4. Fourlock Brick Masonry 150 mm thick for compound wall, partition wall. Fourlock Brick Masonry 150 mm thick in plinth & superstructure. Fourlock Brick Masonry 100 mm thick for compound wall, partition wall. Fourlock Brick Masonry 100 mm thick in plinth & superstructure. Construction of M-40 grade reinforced prestressesd precast concrete panel of 200 mm thickness having size 4.5m x 3.5m. Plastirib T or equivalent raised profile edge line marking (audible vibratory) with special hot applied thermoplastic road marking. Plastirib 2K or equivalent raised profile edge line marking (audible vibratory) with cold applied road marking compound. Providing and Laying of Rumble strips with Plastirib 2K. Providing and Laying of 2 or more sets 6 Nos. each set) Dual Ribs Pattern Soil Stabilisation by cold in-situ recycling using chemical additives. Rehabilitation of existing damaged asphalt pavement by, cold, in-situ, recycling process. Providing and erecting Road Restraint system. Providing and laying Stone Matrix Asphalt batch type hot mix plant with 5.80% bituminous binder. Milling of existing bituminous surface to specified depth of bituminous layer. Providing and applying low viscosity bitumen emulsion RS1 for sealing cracks. Providing and laying Microsurfacing course @12 Kg/Sqm. Providing and laying a Stress Absorbing Membrane Interlayer SAMI)/ bitumen impregnated geotextile layer. Pot Hole filling upto 50 mm with Jet Patcher. Pot Hole filling 50 mm to 100 mm with Jet Patcher. Batch Mix Open Graded Premix Surfacing 20 mm thickness over BT Surface. Batch Mix Open Graded Premix Surfacing 20 mm thickness over MPM Surface. Cleaning and application of anticorrosive zinc rich epoxy primer to exposed reinforcemen. Providing and applying epoxy bonding agent for bonding old to new concrete. using high pressure water jet. Bearing cleaning and pier cap cleaning for the proper movement of bearing etc. complete. Providing and applying “high strength micro concrete (like shrink comp or equivalent). Providing applying Polymer modified cement mortar pointing to the stone massonry. Grouting to the Dowel bars with epoxy of resin. Providing and applying waterproof coating to the concrete surface. Lifting of span and bearing locations by suitable hydraulic jacks. Strengthening structural elements by providing & fixing CARBON FIBER Make Sika or BASF or FOSROC). Replacement of damaged Expansion joints by Strip Seal Expansion Joint System. Providing Polymer modified cement Mortar treatment. Providing Nipples for pressure injection grouting of polymer cement grout. Filling voids/ honeycomb with high pressure injection grouting of Polymer Cement Grout. M-35 RCC jacketing around the existing piers of bridges. Providing and fixing Precast M-25 Sill beam in size 100 x 100 mm with 10 mm thick. Supply and installation of Athena Lite- SS Series Cubicles Supply and installation of CEILING HUNG cubicles. Supply and installation of PD DOOR cubicles. Supply and installation of 12MM BOX UP cubicles. Supply and installation of STANDARD cubicles. Supply and installation of ZMS (Nylon) cubicles. Supplying, Providing and Mixing Hooked End/ Crimped steelfibers. Supplying & Fixing Fire resistant Door Frame: Supplying & Fixing Fire resistant Door Shutters: Supplying & Fixing of fire resistant Vision Panel. Providing of 2 Hour Rated Acoustic Fire Door Frame. Providing of 2 Hour Rated Acoustic Fire Door Shutter. Providing 100 mm thick asbestos free composite Fire Barrier. Supplying, fitting & fixing Surface mounted Crash Bar/panic Bar at FIRE EXIT. Door Closure: (For 2 Hr fire Rated EN- 3 Door Closure). 12 SS Handle: (For 2 Hr fire Rated) Construction of Thin White Topping Providing and fixing in position rainwater harvesting dual intensity auto flush open ended at drain outlet filter for the catchment up to 150 sq.m. system size 90 mm diameter inlet, 75 mm diameter clean water outlet, 90 mm diameter drain outlet. Providing and fixing in position rainwater harvesting dual intensity auto flush open ended at drain outlet filter for the catchment up to 225 sq.m. system size 110 mm diameter inlet, 75 mm diameter clean water outlet, 90 mm diameter drain outlet. Providing and fixing in position rainwater harvesting dual intensity auto flush open ended at drain outlet filter for the catchment up to 350 sq.m. system size 110 mm diameter inlet, 90 mm diameter clean water outlet, 90 mm diameter drain outlet. Providing and fixing in position rainwater harvesting dual intensity auto flush open ended at drain outlet filter for the catchment up to 500 sq.m. system size 90 mm diameter inlet, 110 mm diameter clean water outlet, 90 mm diameter drain outlet To carry out linear Drone survey agencies will use fully autonomous professional survey grade drone. To carry out polygon Drone survey agencies will use fully autonomous professional survey grade drone Scanning, Digitisation and Georeferencing of cadastral /revenue maps and interpretation of all existing features like building, water bodies, rivers, agricultural field etc to generate base map. Providing and Fixing FALSE CEILING SYSTEM GI METAL BIOGUARD CLIP IN PLAIN TILE Perimeter Trim with 19mm face for perimeter solution of acoustical ceiling. Supply, fixing and installation of 4 mm thick Aluminium Composite Panel (ACP) of approved colour for external cladding in combination of solid and metallic colours. Supplying and fixing of 6 mm thick Exterior Compact Laminate or High Pressure Laminate of approved colour. Providing and Laying of 2 or more sets (6 Nos. each set) Dual Ribs Pattern Rumble Markings on roads with vehicular speeds of more than 50 Km/hr. Precast M 30 grade 125 mm thick curved section for Span upto 6.50 m for Bridge cum Bandhara Precast M 30 grade 150 mm thick curved section for Span 6.50 to 10.00 m for Bridge cum Bandhara cast in stu M 30 grade 150 mm thick curved section for Span upto 6.50 m for Bridge cum Bandhara cast in stu M 30 grade 200 mm thick curved section for Span 6.50 to 10.00 m for Bridge cum Bandhara. Appointing Expert /Professional Consultant for selection of Bandhara sites Detailed survey for bandhara. Providing and constructing Rammed Earth walls. Providing and fixing bamboo pole of bambusa balcooa 100 mm dia. Providing and fixing bamboo pole of roofing. Providing and fixing Phenol bonded Bamboo wood flooring. Providing and fixing Phenol bonded Bamboo wood partition 60 mm thick. Providing & fixing bamboo pole of Dentrocalamus stocksii with minimum wall thickness of 10 mm of size 50 mm. Providing and fixing in roof system Griha Certified WPP sheet made of wood polymer composite of thickness 6 mm. Providing and fixing of Aerocon panel of size 3.00 m × 0.6 m and thickness 75 mm. Supply & Application of Fire retardant Polish. Waterproofing Treatment to new terrace by using Polymeric Cementitious Membrane. Waterproofing Treatment to new Toilet/bathroom by using Polymeric Cementitious Membrane. Waterproofing to new terrace by using CPTP elastomeric membrane followed by brick bat coba covered with 40mm thick IPS. Waterproofing to new terrace by using CPTP elastomeric membrane followed by brick bat coba covered with 40mm thick IPS. Removing loose rust from the reinforcement bars by applying sulphate and chloride free inorganic single component rust remover. Removing loose rust from the reinforcement bars by applying Providing and fixing zinc alloy based galvanic disk type sacrificial anodes ( mm dia, 18 mm thick) to the reinforcement. Waterproofing by applying a coat of Ter polymer of enoates of 2- methoxycarbonyl)-1-propene-Butyl-2 propenoate (MPBP) and propenonitrile. Soil stabilization by using ultimate fine Nano grout. Waterproofing Treatment to plastered surface of toilet & bathroom walls. Providing & mixing liquid internal curing compound (OEP) for RCC, Shotcrete& mortar. waterproof coating using TMPBP and MPBP. Providing Water proofing treatment to old terraces by Rohnex water proofing system in two coats. Providing water proofing treatment to newly laid fully cured concrete slab of terraces by mixing polymer of approved make (such as Master Seal 550 / brush bond/ RoffSupercrete / Webercrete Monobond/ Perma shield/ Hypercrate/ Master Crete M 81. Providng Grouting by specially prepared grout of Weber Crete/Roff Supercrete/Polyalk WP/Monobond/Perma shield/Hypercrate or equivalent with cement in proportion 1:3.5. Repair of RCC / PSC Bridges using migrating, non-nitrite based corrosion inhibiting admixture as approved by Engineer in charge at a dose of 3Kg.per cum of concrete. Strengthening of RCC, PSC bridges with ethoxycarbonyl Propene Resin Sealer cum Grout. Providing and applying one coat substituted long chain nylon mortar. Providing and carrying out this grouting to stabilize the strata above the tunnel, foundations, cutting slope stabilization and sub structures by using ultimate fine Nano grout. Apply bonding coat slurry of high performance acrylic polymer - Methyl 2-methylpropenoate copolymer to reinforcement. Apply bonding coat slurry of high performance acrylic polymer - Methyl 2-methylpropenoate copolymer. Providing and fixing zinc alloy based galvanic disk type sacrificial anodes (50 mm dia. 18 mm thick). Provide anti-rooting treatment with special thicxotropic chemicals along with long chain nylon reticulent (LCNR) Epoxy Resin Mortar. Provide anti-rooting treatment to entire recessed pointed area with a special mix of lime base hydraulic mortar and water for masonry with highly sulphate resistant cement and silica aggregates. Repair the concrete at cracks and joints with epoxy or polymer modified mortar. Remove roots of the plant from joints of the stone masonry manually and applyinh Pour thiazolinones based Microbial Wall Wash and Anti-rooting Solution. Visits to site of Bridge/ Bandhara by Expert/Professional Consultant. Taking L section of stream extending 1.20 km on upstream side of the bandhara site. To carry out linear Drone survey agencies will use fully autonomous professional survey grade drone. To carry out polygon Drone survey. Kerb stone/ vertical surface painting with Kataline make water based acrylic paint. Medium Height Partition @ 1800/1200HT TILE BASED Aluminum PARTITION SYSTEM. Providing and Fixing 80 mm to 85 mm thick Full height Double Skin partition up to 3 m height in Solid finish. Providing and Fixing 80 mm to 85 mm thick Full height Double Skin partition in Glass finish. Providing and fixing Factory made 31 mm ABS Plastic Door. Providing and fixing 4 mm thick High Pressure interior compact Laminate. Providing and fixing 6 mm thick High Pressure interior compact Laminate. Supplying, Drilling/Cleaning hole and injecting chemical. Application to be designed separately for Rebars with8 mm dia. Bar for 160 mm depth. Supplying, Drilling/Cleaning hole and injecting chemical. Application to be designed separately for Rebars with8 mm dia. Bar for 200 mm depth. Supplying, Drilling/Cleaning hole and injecting chemical. Application to be designed separately for Rebars with8 mm dia. Bar for 240 mm depth. Supplying, Drilling/Cleaning hole and injecting chemical. Application to be designed separately for Rebars with8 mm dia. Bar for 320 mm depth. Supplying, Drilling/Cleaning hole and injecting chemical. Application to be designed separately for Rebars with8 mm dia. Bar for 400 mm depth. Supplying, Drilling/Cleaning hole and injecting chemical. Application to be designed separately for Rebars with8 Supplying, Drilling/Cleaning hole and injecting chemical. Application to be designed separately for Rebars with 10 mm dia. Bar for 200 mm depth. Supplying, Drilling/Cleaning hole and injecting chemical. Application to be designed separately for Rebars with 12 mm dia. Bar for 240 mm depth. Supplying, Drilling/Cleaning hole and injecting chemical. Application to be designed separately for Rebars with16 mm dia. Bar for 320 mm depth. Supplying, Drilling/Cleaning hole and injecting chemical. Application to be designed separately for Rebars with 20 mm dia. Bar for 400 mm depth. Supplying, Drilling/Cleaning hole and injecting chemical. Application to be designed separately for Rebars with 25 mm dia. Bar for 500 mm depth. Supplying, drilling/cleaning hole and fixing of Torque Controlled Expansion Anchor HST3, of sizes ranging from M8 to M24.. Supplying, drilling/cleaning hole and fixing of Torque Controlled Expansion Anchor HST3, of sizes ranging from M8 to M24.. Supplying, drilling/cleaning hole and fixing of Torque Controlled Expansion Anchor HST3, of sizes ranging from M8 to M24.. Supplying, drilling/cleaning hole and fixing of Torque Controlled Expansion Anchor HST3, of sizes ranging from M8 to M24.. Supplying, drilling/cleaning hole and fixing of Torque Controlled Expansion Anchor HST3, of sizes ranging from M8 to M24.. Supplying, drilling/cleaning hole and fixing of Torque Controlled Expansion Anchor HST3, of sizes ranging from M8 to M24.. Supplying, drilling/cleaning hole and fixing of Torque Controlled Expansion Anchor HST3, of sizes ranging from M8 to M24.. Supplying, drilling/cleaning hole and fixing of Torque Controlled Expansion Anchor HST3, of sizes ranging from M8 to M24.. Supplying, drilling/cleaning hole and fixing of Torque Controlled Expansion Anchor HST3, of sizes ranging from M8 to M24.. Supplying, drilling/cleaning hole and fixing of Torque Controlled Expansion Anchor HST3, of sizes ranging from M8 to M24.. Suppling, Drilling/Cleaning hole and fixing make heavy duty ETA Approved Chemical Anchor of appropriate size and fixing plates subsequently. Suppling, Drilling/Cleaning hole and fixing make heavy duty ETA Approved Chemical Anchor of appropriate size and fixing plates subsequently. Suppling, Drilling/Cleaning hole and fixing make heavy duty ETA Approved Chemical Anchor of appropriate size and fixing plates subsequently. Suppling, Drilling/Cleaning hole and fixing make heavy duty ETA Approved Chemical Anchor of appropriate size and fixing plates subsequently. Suppling, Drilling/Cleaning hole and fixing make heavy duty ETA Approved Chemical Anchor of appropriate size and fixing plates subsequently. Suppling, Drilling/Cleaning hole and fixing make heavy duty ETA Approved Chemical Anchor of appropriate size and fixing plates WITHOUT SUSPENSION SUPPORT FROM TRUE CEILING METAL BAFFLE CEILING METAL OPEN CELL CEILING ACOUSTICAL GLASS FIBRE FALSE CEILING BLADES ACOUSTICAL GLASS FIBRE FALSE CEILING CLOUDS & SHAPES CUSTOM PRINTED ACOUSTICAL FALSE CEILING PROVIDING AND FIXING METAL WALL PANELLING PRIVIDING AND FIXING MODULAR ACOUCTICAL WOODEN WALL PANELLING PRIVIDING AND FIXING ANTIMICROBIAL ACOUSTICAL FALSE CEILING PRIVIDING AND FIXING ACOUSTICAL FALSE CEILING PRIVIDING AND FIXING ACOUSTICAL FALSE CEILING WITH 0.9 NRC NATURAL BAMBOO WALL PANELLING NATURAL BAMBOO CEILING Providing and fixing interior wall to Supplying and providing various materials for REED BED filter media of 1 meter depth Providing and fixing in position factory made EPS cement sandwich Non Load bearing panels 60 mm thick solid core pannel. Providing and fixing in position factory made EPS cement sandwich Non Load bearing panels 75 mm thick solid core pannel. Providing and fixing in position factory made EPS cement sandwich Non Load bearing panels 90 mm thick solid core pannel. Providing and fixing in position factory made EPS cement sandwich Non Load bearing panels 100 mm thick solid core pannel. Providing and laying of white preformed patterned pavement marking tapes Providing and laying of white contrast pre-formed patterned pavement marking tapes Mandatory/Regulatory sign boards in circular shape of 600 mm dia made out of 3 mm Class B aluminum composite material sheet. Mandatory/Regulatory sign boards in circular shape of 750 mm dia made out of 4 mm Class B aluminum composite material sheet. Mandatory/Regulatory sign boards in circular shape of 900 mm dia made out of 4 mm Class B aluminum composite material sheet. Mandatory/Regulatory sign boards in circular shape of 1200 mm dia made out of 4 mm Class B aluminum composite material sheet. Mandatory/Regulatory sign boards in circular shape of 900 mm dia made out of 4 mm Class C aluminum composite material sheet. Mandatory/Regulatory sign boards in circular shape of 1200 mm dia made out of 4 mm Class C aluminum composite material sheet. Cautionary/Warning sign boards in Equilateral Triangle size of 600 mm made out of 3 mm aluminum sheet composite material with 0.25 mm skin thickness on either side, bonded with white retro reflective sheeting of Class B. Cautionary/Warning sign boards in Equilateral Triangle size of 750 mm made out of 4 mm aluminum sheet composite material with 0.25 mm skin thickness on either side, bonded with white retro reflective sheeting of Class B. Cautionary/Warning sign boards in Equilateral Triangle size of 900 mm made out of 4 mm aluminum sheet composite material with 0.25 mm skin thickness on either side, bonded with white retro reflective sheeting of Class B. Cautionary/Warning sign boards in Equilateral Triangle size of 1200 mm made out of 4 mm aluminum sheet composite material with 0.25 mm skin thickness on either side, bonded with white retro reflective sheeting of Class B. Cautionary/Warning sign boards in Equilateral Triangle size of 600 mm made out of 3 mm aluminum sheet of Class C. Cautionary/Warning sign boards in Equilateral Triangle size of 750 mm made out of 4 mm aluminum sheet of Class C. Cautionary/Warning sign boards in 4 mm aluminum sheet of Class B. Cautionary/ Warning sign boards in Octagone size of 900 mm made out of 4 mm aluminum sheet of Class B. Cautionary/Warning sign boards in Octagone size of 750 mm made out of 4 mm aluminum sheet of Class B. Cautionary/Warning sign boards in Octagone size of 900 mm made out of 4 mm aluminum aluminum sheet of Class C. Retro- reflectorised Informatory sign board rectangular/Square in shape having area less than 0.9 square meter made out of 4 mm aluminum composite panel with 0.5 mm skin thickness on either side bonded with white retro reflective sheeting of Class B. Retro- reflectorised Informatory sign board rectangular/Square in shape having area less than 0.9 square meter made out of 4 mm aluminum composite panel with 0.5 mm skin thickness on either side bonded with white retro reflective sheeting of Class C. Retro- reflectorised Informatory sign board rectangular/Square in shape having area greater than 0.9 square meter made out of 4 mm aluminum composite panel with 0.5 mm skin thickness on either side bonded with white retro reflective sheeting of Class B. Retro- reflectorised Informatory sign board rectangular/Square in shape having area greater than 0.9 square meter made out of 4 mm aluminum composite panel with 0.5 mm skin thickness on either side bonded with white retro reflective sheeting of Class C. Overhead signs made out of 4 mm aluminum composite panel with 0.5 mm skin thickness on either side bonded with white retro reflective Board Class C of size 1.20 m x 0.90 m size displaying information, such as Name of work, Tender cost, Name of Contractor, Work completion and liability period Board Class B of size 1.80 m x 1.20 m size displaying information, such as Name of work, Tender cost, Name of Contractor, Work completion and liability period Board Class C of size 1.80 m x 1.20 m size displaying information, such as Name of work, Tender cost, Name of Contractor, Work completion and liability period Stamp Concrete of 100 mm Thickness. 20 mm dia. Soil Nail for Slope stabilization, widening of existing structures. 25 mm dia. Soil Nail for Slope stabilization, widening of existing structures. 28 mm dia. Soil Nail for Slope stabilization, widening of existing structures. 32 mm dia. Soil Nail for Slope stabilization, widening of existing structures. 35 mm dia. Soil Nail for Slope stabilization, widening of existing structures. Reinforced Earth Wall. Reinforced Soil Abutments Providing and fixing kerbstone with led lighting system. Provinding and errecting 1.80 m high Fix knot fencing Bezinal 2000 Type fencing. Provinding and errecting 1.20 m high Fix knot fencing Bezinal 2000 Type Providing and fixing of factory made uPVC 67 x 54 mm 2 track Sliding door. Providing and fixing of factory made uPVC 122 x 54 mm 3 track Sliding door. Providing and fixing of factory made uPVC 122 x 54 mm 3 track Glass sash Sliding door. Factory made uPVC casement Window (Big Series) frame of size 67 62 mm Factory made Casement Door (Big Series) frame of size 67 x 62 mm & Door Sash of size 67 x 115 mm Factory made Fixed Window (Big Series) frame of size 67 x 62 mm Factory made uPVC Twin Sash Casement Window frame of size 122 x 62 mm Factory made uPVC Twin Sash Casement Door frame of size 122 x 62 mm Factory made uPVC Louver window (Big Series) frame of size 67 x 62 mm Providing and Fixing factory made PVC door frame. Providing and fixing 37 mm thick factory made PVC Door shutter. Finishing upto 225 mm thick cement concrete with tremix treatment for paving slab. Sign Board of final size of visible area at 10 ft height of size 4ft horizontal x 4ft Vertical EPS Panel. Sign Board of final size of visible area at 10 ft height of size 3ft horizontal x 4ft Vertical EPS Panel. Sign Board of final size of visible area at 10 ft height of size 5ft horizontal x 4ft Vertical EPS Panel. Sign Board of final size of visible area 6 ft height of size 4ft horizontal x 4ft Vertical EPS Panel. Sign Board of final size of visible area 6 ft height of size 3ft horizontal x 4ft Vertical EPS Panel. Sign Board of final size of visible area 6 ft height of size 5ft horizontal x 4ft Vertical EPS Panel. Sign Board with RCC Pole of M30 grade - 10ft height and EPS panel of thickness 75mm having size 4 ft x 4 ft. Sign Board with RCC Pole of M30 grade - 10ft height and EPS panel of thickness 75mm having size 3 ft x 4 ft. Sign Board with RCC Pole of M30 grade - 10ft height and EPS panel of thickness 75mm having size 5 ft x 4 ft. Sign Board with RCC Pole of M30 grade - 10ft height and EPS panel of thickness 75mm having size 5 ft x 4 ft. Sign Board with RCC Pole of M30 grade - 8ft height and EPS panel of thickness 75mm having size 3 ft x 4 ft. Sign Board with RCC Pole of M30 grade - 8 ft height and EPS panel of thickness 75mm having size 5 ft x 4 ft. Sign Board with RCC Pole of M30 grade - 6ft height and EPS panel of thickness 75mm having size 4 ft x 4 ft. Sign Board with RCC Pole of M30 grade - 6ft height and EPS panel of thickness 75mm having size 3 ft x 4 ft. Sign Board with RCC Pole of M30 grade - 6ft height and EPS panel of thickness 75mm having size 5 ft x 4 ft.

BRR : 3127445 Tender For Amrc For Pipeline Work For Construction / Maintenance Activities For Repair / Modification / Upgradation For Gail Gas ( O&M ) In Ttz Region For A Period Of 2 Years. - 2 Emergency Response Team 3 For Steel Pipe Line 4 Emergency Mobilization Of Fabrication Team With All Required / Necessary - Equipments / Tools -Tackles Etc. Alongwith Availability Of Required Ndt Team With Required Consumable For Attending The Emergency Of Gas Leak / Burst / Damage To Steel Pipe Line ( Upto Size 10 ) In Firozabad ( The Scope Includes All Emergency Related Works, Trenching As Required, Execution Of Work Which May Include Replacement Of Pipe Piece / Installation Of Leak Repair Clamp / Welding If Reqd / Ndt If Required / Coating If Required And Thereafter Back Filling / Restoration Of Site As Reqd ) . The Pipe, Pipe Fittings & Leak Reapir Clamp Are Free Issue Materials. All Otehr Materials $ Consumables Are In The Scope Of Contractor. Welding If Required Will Be Paid Separately As Per Sor Items. The Readiness & Availability With Qualified Team With All Resources To Be Ensured As Early As Possible Or Within 06 Hrs After Intimation From Eic. This Sor Is To Be Based On Incident Basis. 5 For Mdpe Pipeline 6 Emergency Mobilisation Of Team Comprising Adequate Skilled & Unskilled Manpower And Machinery, Tools & Tackles, Etc. As Applicable For Providing Services For Jointing Of Underground Mdpe Pipeline Size 20-125 Mm Dia. In Case Of Any Damage Resulting In Gas Leakage Including Excavation, Squeezing The Pipeline, Cutting, Preparing And Fusion Welding The Fittings, Leak Test, Backfilling And Complete Restoration Of Site To Its Original Condition In All Respect. The Work Includes Deployment Of Machineries Like Jcb, De-Watering Pump, Fusion Welding Machine, Etc. In All Type Of Surface Such As Normal Soft Surface, Hard Surface, Rcc Pavement, Etc. The Contractor Shall Also Ensure Barricading Of Site, Public Handling, Etc. The Supply Of All Materials ( Except Mdpe Pipe Fittings ) Shall Be In The Scope Of Contractor. Mdpe Pipes & Mdpe Fittings Will Be Supplied By Gail Gas. The Readiness And Availability Of Team With All Resources To Be Ensured As Early As Possible Or Within 04 Hrs. After Intimation From Eic. This Sor Item Is Based On Per Incident Basis. 7 Pipeline Laying / Installation ( Carbon Steel Pipes ) 8 Receiving And Taking Over As Defined In The Specifications, Handling, Loading, Transportation And Unloading Of Owner Supplied 3-Layer Pe Coated Line Pipes Alongwith Associated Fittings And Valves From Owners Designated Stock-Yard ( In Agra City Gate Station / Fzd Cgs / Bharatpur Stores / Kosi Stores - As Mentioned In Scope Of Work ) To Contractors Stock Yard / Workshop / Work-Site Including Preliminary Activities, Preparation Of Drawings, Wherever Required For Crossing Etc. Including Handling, Stacking, Stringing On The Pipe Line Right-Of-Use / Pipeline Route Alignment, Carrying Out Inspection Of Company Supplied Materials Including Line Pipes At The Time Of Taking Over, Laying / Installation Of Coated Line Pipes, Associated Fittings And Accessories ( Including Elbows / Bends / Valves / Ij / Flanges / Reducers / Tees, Etc. The Supply Part Is Separate ) , Including Execution Of All Works, Taking Over, Handling, Including Loading And Unloading, Arrangement Of All Additional Lands Required For Contractors Storage, Fabrication, Access For Construction, Procurement And Supply Of All Materials ( Except Owner Supplied Materials ) , Consumables ( Such As Gaskets Of Required Size / Nut-Bolts / Studs / Flanges If Required Etc ) , Equipment, Labour And Other Inputs, Carrying Out All Temporary, Ancillary, Auxiliary Works, Ready For Commissioning Of Pipeline As Per Drawings, Specifications, Other Provisions Of Contract Document And Instructions Of Engineer-In-Charge, Including But Not Limited To Carrying Out The Following Works. However, The Above Ground Pipe Line Laying / Installation / Erection Works May Be Considered Through Mechanical Works, If Additional.Checking, Cleaning, Aligning, Bending, Cutting And Bevelling ( As Required ) Of Pipes For Welding And Field Adjustments Including Pipe Fittings, Welding, Carrying Out Ndt Of Welds As Required Including 100% Radiography By X-Ray / Gamma Ray As Per Specification In Piping Of All Types ( Sizes / Thickness / Schedule ) By An Approved Vendor With All Relevent Competent Supporting Documents ( Interpretation Of Ndt By Owners Appointed / Approved Third Party ) And Providing All Requisite Equipment, Labour, Supervision, Materials, Films, Consumables, All Facilities And Personnel To Process, Develop, Examine And Interpret Radiographs And Other Tests As Required, Carrying Out Repairs Of Weld Joints Found Defective, Carrying Out Re-Radiography And Other Tests As Required On Repaired Joints Etc. As Mentioned In Special Condition Of Contract ( Scc ) & Particular Job Specification. Line Pipe Laying & Installation With Radiography By X-Ray / Gamma Ray. Installation Of Carrier Line Pipe At All Crossings Viz Road, Cartrack, Pathway, Drain, Nallah & Minor Water Crossings Etc. At Designated Depth By Open Cut ( Including Laying Of Casing Pipe ) ( Except At Hdd / Moling / Boring Cased Crossings Which Is Covered Separately Elsewhere In This Sor ) .Protective Coating Including Supply Of Coating & Other Materials Duly Approved By Owner For All Piping Valves, Fittings, Structural Steels Etc. For Buried Installation And Inside The Valve Pit. 9 Carrying Out Air Cleaning, Pigging, Flushing, Cleaning And Hydrostatic Testing Of Complete Pipeline With Required Quantity Of Corrosion Inhibitor Including Pre-Testing Of Designated Sections Complete As Per Specification And Approved By Engineer-In-Charge To Specified Pressures Indicated Elsewhere And Duration After Stabilization As Per Specification, Providing All Equipment, Pumps, Fittings, Instruments, ( If Required Dead Weight Tester, Pressure Recorder, Thermocouples Etc. Also ) And Services, Supervision, Labour, Consumables, Water Including Supply Of Corrosion Inhibitor, Air, Etc. As Required, Locating Of Leaks And Rectification Of Defect Attributable To Contractor ( Rectification Of Defects In Linepipe Material Not Attributable To Contractor Shall Be Paid Separately As Per Other Item Of Schedule Of Rate ) , Re-Testing After Rectification, Dewatering After Successful Completion Of Hydrotesting Of Entire Section And As Approved By Engineer-In-Charge. Complete Commissioning Of The Laid Pipe Line After Filling Nitrogen ( Inert Atmosphere ) And As Per Standard Procedures Approved By The Third Party / Consultant / Authorized Representative Of Gail Gas As Per Instruction Of Eic. All The Site Requirement Or Consumables Are Included In The Scope Of Contractor And The Decision Of Eic Will Be Final In Any Case. Complete Back Filling Or Restoration Of The Trench Loose Soil Or Digged Soil ( Throughout The Pipe Line Lenth ) To Be Back Filled As Normal And Final Clean Up Of The Area Up To The Satisfaction Of Consultant / Gail Gas / Eic And The Reports Are To Be Submitted, However If The Additional Work Is Invoved In Restoration That Is To Be Paid Extra If Needed. 10 Note: The Above Ground Pipe Line Works For ( Any Size ) Is To Be Taken Care From The Mechanical Works And Payments Are Be Regulaized As Per Mech Works Sor. 11 Specified Size ( Nb ) 12 50 Mm ( 2 ) , Cs, ( Equal / Less Pipe Dia ) 13 100 Mm ( 4 ) , Cs, ( Equal / Less Pipe Dia / Including Above 2 To 4 ) 14 150 Mm / 200Mm / 250Mm ( 6 / 8 / 10 ) Cs 15 Sleeve Welding 16 Longitudinal Butt Welding And Circumferencial Lap Welding Of Sleeve / Clamp Of Any Size / Thk ( Dia Up To 10 ) On The Carrier Pipe Line ( Charged Gas Pipe Line ) 17 Installation Of Full Encirclement Of Split Sleeve By Welding On Natural Gas Charged Pipe Line ( Up To Dia 10” ) With Proper Procedures & Safety. This All Will Include The Shifting / Transporting Of Sleeve From Desisnated Gail Gas Stores To The Site, Excavation On Site As Per Requirement, Peeling Off / Removal Of Coating From The Pipe Line, Carrying Out The Described Jobs, All Type Of Ndt / Tests, As Per Requirements & Instruction Of Eic, Coating Of The Sleeve And Back Filling & Clearing Of The Site By A Qualified Team ( Welder / Fitter / Etc ) As Per Other Site Coordination, If Required Is In The Scope Of Contractor. The Complete Responsibility Of Complete Works Lie With The Contractor, Including Any Liasioning Required During The Work Execution. Contractor Has To Manage All Sorts Of Compensation / Insurance Policy, As Required. 18 Supply Of Fittings 19 Bends ( R=3D ) 4 Nb, 7.1Mm Angle-46 To 90 Degree 20 Bends ( R=3D ) 4 Nb, 7.1Mm W.T. Angle- Upto 45 Degree 21 Bends ( R=3D ) 8 Nb, 7.1 Mm W.T., Angle-46 To 90 Deg ( Or Dia 6 ) Or Sch 80 22 Bends ( R=3D ) 8 Nb, 7.1 Mm W.T., Angle- Upto 45 Deg ( Or Dia 6 ) Or Sch 80 23 Elbow 90 Deg 2 Thk 6.4 Mm ( A234, Gr. Wpb, B-16.9, 1.5 D ) Including Below 2. 24 Elbow 45 Deg 2 Thk 6.4 Mm ( A234, Gr. Wpb, B-16.9, 1.5 D ) Including Below 2. 25 Elbow 90 Deg 4 Thk 7.1 Mm ( A234, Gr. Wpb, B-16.9, 1.5 D ) Including Above 2 To 4. 26 Elbow 45 Deg 4 Thk 7.1 Mm ( A234, Gr. Wpb, B-16.9, 1.5 D ) Including Above 2 To 4. 27 Equal Tee 4X4X4 Thickness ( A234, Gr. Wpb, Asme-16.9 ) Or Mss- Sp75 Gr Wphy 42 Or Equivalent ( Tech Data Attached. ) Or As Per Site Requirement 28 Equal Tee 2X2X2 Thickness ( A234, Gr. Wpb, Asme-16.9 ) Or Mss- Sp75 Gr Wphy 42 Or Equivalent ( Tech Data Attached ) Or As Per Site Requirement 29 Unequal Tee 8X4 Thickness 7.1 Mm ( A234, Gr. Wpb, Asme-16.9 ) Or Mss- Sp75 Gr Wphy 42 Or Equivalent ( Tech Data Attached ) Or As Per Site Requirement 30 Unequal Tee 4X2 Thickness 6.4 Mm ( A234, Gr. Wpb, Asme-16.9 ) Or Mss- Sp75 Gr Wphy 42 Or Equivalent ( Tech Data Attached ) Or As Per Site Requirement 31 Unequal Tee3X2 Thickness 6.4 Mm ( A234, Gr. Wpb, Asme-16.9 ) Or Mss- Sp75 Gr Wphy 42 Or Equivalent ( Tech Data Attached ) Or As Per Site Requirement 32 Reducer 4X3 ( A234, Gr. Wpb, B-16.9 ) Thickness 6.4 Mm 33 Reducer 3X2 ( A234, Gr. Wpb, B-16.9 ) Thickness 6.4 Mm 34 Reducer 4X2 ( A234, Gr. Wpb, B-16.9 ) Thickness 6.4 Mm 35 Reducer 2X1 1 / 2 Or 1 ( A234, Gr.Wpb, B-16.9 ) Thickness 6.4 Mm 36 End Cap ( A234, Gr.Wpb, B-16.9 ) 2 Thickness 6.4 Mm 37 End Cap ( A234, Gr.Wpb, B-16.9 ) 1 To 1- 1 / 12 Thickness 6.4 Mm 38 End Cap ( A234, Gr.Wpb, B-16.9 ) From Dia 3 Or 4 Thickness 6.4 Mm 39 End Cap 8 ( A234, Gr.Wpb, B-16.9 ) 40 Insulation Joint Dia 2X 300# ( Sch 80 ) Api 5L Gr B 41 Insulation Joint Dia 4X 300# ( Sch 80 ) Api 5L Gr B 42 Note : Materials For Fittings / End Caps / Elbows Has To Be As Per Complaince Of Pngrb Specification & Standards. Supply Part Excludes The Laying And Installation With Main Pipe Line Works For Which Additional Payment To Be Made. 43 Supply Of Butt Weld Ball Valves 44 2 # 300, Bw, Cs, Full Bore Valve 45 4 # 300, Bw, Cs, Full Bore Valve 46 8 # 300, Bw, Cs, Full Bore Valve 47 Note : Ball Valve, Carbon Steel, Butt Welded, Full Bore For Natural Gas Pipeline Service ( Astm A105 & As Per Technical Specification Approved And To Be Procured From Approved Vendors Of Gail / Gail Gas / Mecon / Eil / Pdil / Equivalent ) ) 48 Note : The Installation Of Fitting / Valves / Ij / Surge Diverter / Etc Is To Be Considered As Normal Working Of Pipe Line Laying Works And The Payments For The Works Is To Be Done On The Basis Of Normal Items Of Excavation / Welding / Ndt / Coating / Etc As Per Sor Covered In The Contract. 49 Installation Of Carrier Pipe Crossings By Hdd Method At Crossing Without Casing Pipe 50 Complete Work Of Installation Of Carrier Pipe At Crossings ( Between The Limits As Defined In Approved Drawings ) By Hdd Method For Road, Nallah, Drain And Canal Wherever Required In All Types Of Soils And Terrains Including Receiving And Taking Over Owner Supplied Three Layer Pe Coated Line Pipes From Owners Designated Place Of Issue / Dump Site ( S ) And Transportation To Contractors Stock Yard / Work Shop / Work Site Including All Handling, Loading, Unloading, Aligning Etc. Supply Of All Contractor Supplied Material Including Manpower, Equipment, Consumables, Other Resources And Aquiring The Required Land For Storage, Fabrication Inclduing String Preparation Of Pipes, Welding, Welding Repair, Radiography, Coating Of Field Joints With Special Type Heat Shrink Sleeve And Repair Of Pipeline Coating With Special Repair Patch Materials As Per Specification, Strapping Of Cs Conduit With Main Pipeline Subducted With Hdpe Conduit For Laying / Blowing Of Ofc Cable, Pre-Testing Etc. Of Complete String Made, Etc. And Execution Of, But Not Limited To, Following Works In Accordance With Specifications And Instruction Of Engineer In Charge And As Per All Provision Of Contract Document. 51 Note:The Length Mentioned In Sor Is Indicative For All The Crossing To Be Done By Hdd & Locations Shall Be Decided By Gail Gas / Consultant Prior To Start Of Job Depending Upon Site Condition. Payment For The Length Of Final Tied In Carrier Pipeline String With Mainline Laid By Hdd Are Inclusive In This Above Item Rate. No Any Separate Payment Shall Be Made Under Other Clauses Mentioned Elsewhere. 52 Installation Of 2 Nb Coated Carbon Steel Pipe 53 Installation Of 4 Nb Coated Carbon Steel Pipe 54 Installation Of 10 / 8 / 6Nb Coated Carbon Steel Pipe 55 Crossing ( Uncased ) 56 Installation Of Casing Pipe By Jacking / Boring / Moling For Road, Rail, Nalah, Drain Etc. Crossings Wherever Required In All Types Of Soils And Terrains, Including All Associated Works Like Supply Of All Other Contractor Supplied Materials Viz. Casing Insulators And Casing End Seals, Materials For Casing Vents And Drain Etc. Including Supply Of All Other Materials, Equipment, Consumables, Manpower, Welding Including Visual Inspection Of All Weld Joints, Installation Of Casing Insulators End Seals, Vent And Drain-Off Pipes, Backfilling And Restoration As Original Of The Facility Crossed And Performing All Works As Per Drawings, Specifications And Instructions Of Engineer-In-Charge And Provisions Of Contract Document. 57 Note: The Length Mentioned In Sor Is Indicative For All The Crossing To Be Done By Jacking / Boring Numbers & Locations Shall Be Decided By Gail Gas / Consultant Prior To Start Of Job Depending Upon Site Condition. Width Of The Above Crossing Mentioned Is Tentative. Actual Length & Cover From Top Of Casing Pipe String May Vary Depending Upon Site Conditions, Crossing Methods, Approved Drawings Etc. And / Or Decided By Concerned Authority / Engineer-In-Charge. The Length Mentioned In Sor Is Indicative For All The Crossing & Locations Shall Be Decided By Engineer In-Charge Depending Upon Site Condition. Payment For The Length Of Final Tied-In Carrier Pipeline String With Mainline Laid By Jacking / Boring Method & Moling Are Inclusive In This Above Item Rate. No Any Separate Payment Shall Be Made Under Other Clauses Mentioned Elsewhere. 58 Installation Of 2 Nb Coated Carbon Steel Pipeline Without Casing 59 Installation Of 4 Nb Pe Coated Carbon Steel Pipeline Without Casing 60 Installation Of 6 / 8 / 10 Nb Pe Coated Carbon Steel Pipeline Without Casing 61 Repair Of Coating Defects ( Not Attributable To Contractor ) 62 Coating On Pipe Lines ( Repair / Bare Pipe Line / Fitting Additional ( Not Attributed To Contractor ) 63 Apply Of All Coating Materials Including Supply As Per Heat Shrink Sleeve Or Cold Tape Application Methedology With Specification To Be Compatible With Pipe Coating Material, Supply Of All Consumables, Utilities, Equipments And All Manpower Required, Pipe Cleaning And Surface Preparation By Sand Blasting, Repairing Of Coating Defects ( Resulting In Holiday ) For Line Pipes, Performing All Works Necessary For The Completion Of The Works Stirctly In Accordance With Relevant Specification And Instructions Of Engineer-In-Charge. This Rate Shall Be Applicable Per Running Meter Of The Exposed Steel Area. 64 For Pipeline Size 2 Nb 65 For Pipeline Size 4 Nb 66 For Pipeline Size 10 / 8 / 6 Nb 67 Hot Tap Works ( Excluding Split Tee / Weldolet / Ball Valve ) 68 Complete Work For Providing Hot Tap-Off, Excavation For Required Depth & Back Filling / Restoration To Original Condition Including Installation Of Valves & Flanges, Etc. On Underground Pipeline, Arranging All Manpower, Machineries, Tools & Tackles, Consumables ( Such As Flanges / Blinds Of Required Size / Gaskets / Studs, Nut-Bolts / Etc And Coating On Fitiings If Required ) . 69 Hot-Tapping Machine For Making Hot-Tap Also To Be Provided By The Contractor With All Safety Precautions, As Per Standard Norms / Practice & Instruction Of Engineer-In-Charge. 70 2 Hot Tapping On 4 / 6 / 8 / 10 Natural Gas Pipeline 71 4 Hot Tapping On 4 / 6 Natural Gas Pipeline 72 4 Hot Tapping On 8 / 10 Natural Gas Pipeline 73 Hot Tapping Fittings Supply ( Split Tee ) 74 Supply & Installation Of Split Tee Of The Required / Specified Specification Suitable For Api 5L Gr.X -46, 6.4 Mm / Available Thichness Header Pipe Line. ( Complete With Backing Bars And Run Off Plates ) Or Suitable For Hydro Carbon Services For Cgd Networks As Per Pngrb Guidelines. 75 4X 2 Spilt Tee Class 300# Rf 76 8X4 Spilt Tee Class 300# Rf 77 8X 2Spilt Tee Class 300 # Rf 78 Hook-Up With Existing Pipeline After Shut Down Of Operating Pipeline 79 Complete Work For Providing Tap-Off On Underground / Aboveground Pipeline Including Supply Of All Associated Required Fittings, Flanges, Consumables, Excluding Valves ( Which Are Covered Separately ) , Arranging All Manpower, Machineries, Tools & Tackles, Consumables ( Coating On The Welded Portion Or Opened-Cleaned-Buffed Portion For Shut Down Including Supply Of Coating Materials ) , Excavation For The Pipe Line Trenching Up To The Required Depth & Sizes And Restoration To Original Condition After Works Completion And Ndt Also For Hook-Up With Existing Pipeline With All Precautions, As Per Standard Norms / Practice & Instruction Of Engineer-In-Charge. Instead Of Hook-Up With Existing Pipeline The Work May Involve Removing Existing Leak Repair Clamp By Cutting Damaged Pipe Piece Out & Replacement With Welding Of 1 M ( Approx. ) Cs Pipe Including Hydrotesting & Transportation Of The Cs Pipe Piece From Gail Gas Stores At Firozabad Kosi & Cutting, Beveling, Ndt, Etc. Note: Above Work May Involve Inertization & Purging Of The Pipeline Section With Nitrogen Prior To Start Of Welding Work And Payment Will Be Made Separately As Per Respective Sor Item. Wherever Applicable Dismantling Of Existing Structures Such As Rcc Drain, Etc Is To Be Done Without Stopping The Flow Of Water By Making Alternative Arrangement For Water Flow Till Completion Of Work And Reconstruction Of The Dismantled Structure. The Rate To Include Necessary Arrangement For Maitaining Water Flow. Payment For Dismantling And Reconstruction Will Be Made Separately Through Respective Sor Items. 80 2 Pipe Line To Be Hooked Up To Existing Pipeline Sizes From Dia 2 To Dia 10 81 4 Pipe Line To Be Hooked Up To Existing Pipeline Sizes From Dia 2 To Dia 10 82 6 / 8 / 10 Pipe Line To Be Hooked Up To Existing Pipeline Sizes From Dia 4 To Dia 10 83 Metering Skid 84 Erection / Installation Of Metering Skid On Foundation At The Desired Location ( Skid Type Upto G-600 Metering Skid With Size Up To 4.5 Mtr. X 2.5 Mtr. / 5.0 Mt Of Weight ) Including The Labour Cost / Arrangement Of Crane Or Required Machinery Cost & Necessary Coordination At Site. 85 Transportation Of Metering Skid: Shifting Of Metering Skid ( Type Upto G-600 Metering Skid With Size Up To 4.5 Mtr. X 2.5 Mtr. / 5.0 Mt Of Weight ) ) , From Firozabad Cgs, Agra Cgs Or Kosi Store Yard And Erection / Installation On Foundation In The Premises Of Consumer ( Or ) Removal From Foundation From The Consumer Premises And Shifting To Acgs / Fcgs / Kosi Store Yard. The Item Also Includes The Arrangement For Loading / Unloading And The Necessary Labour Cost Etc. 86 Disconnection Of Existing Connectivity: 87 Disconnection Of Existing Cs Pipeline: Excavation Of Pit Suitable For Work, Disconnection Of Existing Connectvity Upto 4 Size Of Cs Line During Shut Down ( To Be Arranged By Owner ) From The Main / Branch Line By Cold Cutting, Capping / Plugging By End Cap Of Requisite Size ( To Be Provided By Owner ) Through Welding, Its Ndt Including Supply Of All Manpower, Machineries & Nitrogen Gas For Local Purging Etc. The Work Shall Also Include Removal Of Above Ground Pipe Spool, Fittings ( Size Upto 4 ) , Tlp Etc. From The Premises Of Consumer And Its Shifting To Gail Gas Designated Stores / Yard As Per Instruction Of Eic. The Pipeline Piece Which Can Not Be Recovered Shall Be Dealt As Unusable. ( However, The Above Ground Disconnection Is To Be Treated As Normal Joint. ) 88 Miscellaneous Mechanical Works : 89 Welding Works: Receiving, Handling, Loading, Transportation And Unloading Of All Owner Supplied Materials From Owners Designated Stock-Yards To Contractors Own Stock-Yards / Workshops / Work-Sites Including, Preparation Of Drawing, Welding Of Pipe Spools & Associated Fittings, Supply Of All Consumables, Manpower / Machineries, Supervision And Shifting Of Welded Spools To Consumer End As Per Instructions Of Engineer-In-Charge. 90 Cutting & Re-Beveling: Removal Of Flanges / Fittings From Existing Piping Spools By Gas Cutting / Grinding, Edge Preparation Inlcuding Supply Of All Manpower, Supervision, Consumables Etc. 91 Radiography ( X-Ray / Gamma Ray ) : Performance Of Radiographic Inspection On Piping Of All Types, Sizes, Thickness Including Providing Or Hiring Of All Necessary Equipment, Tools And Tackles Though Not Expressly Mentioned But Requied To Perform The Work As Per Specification And Instruction Of Engineer-In-Charge. Radiographs & Reports Shall Be Submitted To The Engineer-In-Charge. 92 Purging With Nitrogen For Existing U / G Pipline System: Inertization & Purging Of The Pipeline Section With Nitrogen For Existing Underground Pipeline Network Prior To Carrying Out Hotwork During Shutdown, Including Supply Of All Equipment, Man-Power, Consumables ( Including Nitrogen Required For Purging / Filling ) , Materials For All Temporary Works And Performing All Associated Works, Complete As Per The Relevant Specifications, And Instructions Of Engineer-In-Charge. 93 8 Pipeline 94 4 Pipeline 95 3 Pipeline & Below 96 Steel Fabrication & Mechanical Works 97 Fabrication Of Ms Structural / Mechanical Works Of Different Sizes ( All Materials To Be Isi Marked ) Including Procurement Of Materials I.E Hinges Nuts, Bolts, Washers Of All Sizes Etc. / Ms Plates / Sheets Of Reqd Size As Per Site Requirements / Eic, Primer, Coating / Painting Etc. And Transportation At Site, As Required ( Complete In All Respect ) , Any Specific Part / Piece / Materials May Be Paid Separately, If Required However Fabrication Part Remains Included. Fabrication & Fixing Of Different Type Of Fabricated Structures / Mechanical Covers For Valve Pits / Man Holes With Its Frame, If Required And Other Supports, Etc. ( This Will Include The Removal Of Old / Damaged Scrap Materials From Site To The Designated Place As Instructed By Eic, If Required ) . 98 Civil Works 99 Dismantling Of Existing Rcc Work / Any Civil Structure. The Purpose Of Dismantling Is To Make Required Space For The Welding Or Other Work To Be Done. 100 Rcc Work: Providing Reinforced Cement Concrete Of Grade ( 1: 1.5: 3 ) With 20Mm And Down Grade Crushed Stone Aggregate In All Types Of Structures Like Rcc Wall, Foundations, Pedestals, Pedestal Bases, Pipe Supports, Etc. At All Depths And Heights Complete As Per Drawings, Specifications And Direction Of The Eic. ( Including Cost Of Providing Shuttering Etc. But Excluding Supply Of Reinforcement Steel Which Will Be Paid Separately As Per Sor Item ) . 101 Reinforcement Steel: Supplying, Fabricating & Fixing In Position Hysd Steel Reinforcement / Tmt Grade Fe-415 Conforming To Is 1786-1985 At All Level ( All Depth & Height ) And Positions Including The Cost Of Transport, Straightening, Cutting, Bending , Cranking, Binding, Welding, Provision Of Necessary Chairs And Spacers, As Per Drawings And Specifications And Including The Cost Of Binding Wire, Labour Etc. As Per Scope Of Work And Direction Of Eic. 102 Excavation Works: Earth Work In Excavation Below Ground Level For All Kinds Of Works In All Types Of Soil As Directed By Eic For A Depth Up To Site Requirements ( For The Purpose Meant For Taking Up Any Work By Owner ) Including Removal Of Vegetation, Shrubs And Debris, Cutting And Dressing Of Sides In Slopes, Levelling, Grading And Ramming Of Bottoms, De-Watering Of Accumulated Water From Any Source And Keeping The Surface Dry For Subsequent Works And If Required Disposal Or Stacking Of Excavated Material At Undisputed Place, As Directed Including Providing Temporary Supports To Existing Service Lines Like Water Pipes, Sewage Pipes, Ofc, Electric Overhead And Underground Cables Etc. All Complete. 103 Painting On Steel Structures / Skids / Aboveground Piping: Painting Of Steel Structures / Skids / Aboveground Piping After Surface Preparation Which Are Situated At Various Locations Of City. Scope Includes Removal Of Dust, Grease And Loosely Adhering Paint With Wire Brush, Emery Paper And Cleaning With Linen Cloth. Primer Shall Be High Solid Polyamine Cured Epoxy One. Finish Coat Should Be Of Epoxy Paint Of Approved Brand Such As Burger / Narolac / Asian Paints. Colour As Per Instruction Of Eic. 104 Restoration 105 Restoration Of Rcc / Pcc Road / Area 106 Restoration Of Damaged Rcc / Pcc Road / Area During Execution / Construction Work By Using Standard Tools, Tackles And Practices, Including All Bye Works, Complete As Per Existing Specifications & Directions And Satisfaction Of Of E.I.C / Concerned Authority ( Rates Include Cost Of Labour, Tools, Equipment, Hire Charges & Supply Of All Materials And Consumables ) 107 Restoration Of Bitumin Road / Area 108 Restoration Of Damaged Bitumin Road / Area During Execution / Construction Work By Using Standard Tools, Tackles And Practices, Including All Bye Works, Complete As Per Existing Specifications & Directions And Satisfaction Of Of E.I.C / Concerned Authority ( Rates Include Cost Of Labour, Tools, Equipment, Hire Charges & Supply Of All Materials And Consumables ) 109 Restoration Of Paver Block Area 110 Restoration Of Damaged Paver Block Area During Execution / Construction Work By Using Standard Tools, Tackles And Practices, Including All Bye Works, Complete As Per Existing Specifications & Directions And Satisfaction Of Of E.I.C / Concerned Authority ( Rates Include Cost Of Labour, Tools, Equipment, Hire Charges & Supply Of All Materials And Consumables ) 111 Cathodic Protection System 112 All Works Shall Be Carried Out As Per Approved Drawings & Specifications. Work Shall Include Design / Residual Engineering, Preparation Of Cp Schematic Drawing, Supply, Installation, Testing & Commissioning Of Complete Cp System, All Related Civil Work, Including Providing Foundations, Supply Of All Materials As Specified In Special Conditions Of Contract, Instruments, Consumables, Touch-Up Epoxy Paint As Required, Including Supply Of Paint, Tools, Tackles, Labour, Transportation For Satisfactory Completion Of Work And As Per The Direction Of Engineer-In-Charge. In Addition To The Items Mentioned Below The Contractors Scope Shall Include Connecting The New Pipelines To The Existing Pipelines / Cathode Points Of Tr Units By Means Of Jumpering / Bonding. 113 25Mm2 114 10Mm2 115 6Mm2 116 Making Cable To Pipe Connections: By Thermit Welding For Following Cables, Including Excavation For Exposing Pipe, Removal Of Coating / Wrapping, Thermit Welding, Recoating Of The Area Of Weld By Epoxy Filling, Holiday Testing, Backfilling, Supply Of All Tools, Tackles, Consumables, Thermit Weld Kits & Labours For Satisfactory Completion Of Work. 117 6Mm2 Cables 118 10Mm2 Cables 119 25Mm2 Cables 120 Supply & Installation Of Test Station As Per Drawings And Technical Specifications. Work Shall Include All Related Civil Works Including Foundation, Termination Of Cables Inside The Test Stations Along With Lugs & Ferules Sealing Of Cable Entry Space With Bitumen Compound, Supply Of All Materials, Consumables, Tools, Tackles Etc. For Satisfactory Completion Of Work And As Per Direction Of Engineer-In-Charge. 121 Supply & Installation Of Zinc Anode At A Depth Of 1.5 - 2.0M On All Type Of Soil Alongwith 10M Tail Cable Of 25Mm2 High Conductivity, Tinned, Stranded Copper Conductor, 650 / 1100V Grade, Xlpe Insulated, Armoured, Pvc Sheathed For Grounding Electrical Surges In The Pipeline At Ht Crossings. The Work Includes Excavation, Laying Of Zn Anode Of Minimum 20 Kg Weight, Backfilling And All Related Civil Work, Complete In All Respects. The Work Shall Also Include Anode To Tail Cable Connection, Cable Laying And Termination Inside The Test Station. 122 Supply & Installation Of Mg Anodes After Pre-Packaged With Chemical Backfill As Per Drawing. The Anodes Will Have To Be Buried At A Depth Of 1.5 To 2M On All Types Of Soil At Approved Location. The Work Shall Include All Earth Work, Laying Of Anodes & Cables In Position And Termination Of Cable Inside Test Stations With Lugs, Shunt & Variable Resistors, Supply Of All Tools, Tackles, Consumables, Labours, Transportation Of Materials Etc. Required For Satisfactory Completion Of Work As Per Direction Of Engineer-In-Charge. 123 Supply, Installation, Testing And Commissioning Of Polarization Cell ( Solid State Type ) 124 Supply, Installation, Testing And Commissioning Of Spark-Gap Arrestors / Surge Diverter Across Insulating Joints. 125 Supply, Installation, Testing And Commissioning Of Earth Pits In All Types Of Soils Including Soft Rocks, As Per Specification Direction Of Engineer-In-Charge. 126 Supply And Installation Of Gi25x3 Mm Earth Strips Including Bending, Cutting, And Jointing With Suitable Nut, Blots And Washers For Connections With Earthpit. 127 Mdpe Line Works 128 Disconnection Of Existing Pe Pipeline 129 Excavation Of Pit Suitable For Work, Disconnection Of Existing Connection Sizes Upto 125Mm Of Pe Line During Shut Down ( To Be Arranged By Owner ) From Main / Branch Line By Cold Cutting / Plugging By End Cap Of Requisite Size Upto 125Mm To Be ( Provided By Owner ) Through Fusion Wwelding, Its Testing Including Supply Of All Manpower, Machneries & Nitrogen Gas For Local Purging Etc. The Work Shall Also Include Removal Above Ground Fitting Etc Upto 125 Mm From The Premises Of Consumer And Its Shifting To Stores As Per Eic 130 Couplers / End Cap- Mdpe ( Pe-100 ) , Size Up To 125Mm 131 Elbows / Bend-Mdpe ( Pe-100 ) Size Upto 125Mm 132 Valve-Mdpe ( Pe-100 ) Upto 125Mm